|
LEGEND
<br />SHEAR WALL
<br />EXISTING WALL
<br />NEW FOUNDATION
<br />NOTES:
<br />5" THICK CONC. SLAB FLOOR, 2,500 PSI. @ 28 DAYS,
<br />TYPE V CEMENT W/ #3 @ 18" O.C. EA WAY, OVER 10
<br />MIL VISQUEEN OVER 4" BASE 1
<br />2" OR LARGER CLEAN
<br />AGGREGATE
<br />14"Wx24"D CONT. FTG., W/ 2#4 T&B
<br />(N) PAD FOOTING 24"SQ X 24"DEEP W/ 3-#4 EA WAY
<br />1
<br />2
<br />FOUNDATION ANCHOR BOLTS IN CONTACT WITH
<br />PRESSURE TREATED SILL PLATE SHALL BE OF
<br />HOT DIPPED ZINC-COATED GALVANIZED STEEL,
<br />STAINLESS STEEL, SILICON BRONZE OR COPPER.
<br />*CONCRETE IN CONTACT WITH THE SOIL SHALL
<br />HAVE AN MINIMUM SPECIFIED COMPRESSIVE
<br />STRENGTH OF 4,500 P.S.I. WATER CEMENT RATIO
<br />OF 0.45 AND TYPE V CEMENT UNLESS A SOIL
<br />REPORT RECOMMENDS OTHERWISE.
<br />*ALL SHEAR HARDWARE AND ANCHOR BOLTS
<br />WITH NON-STANDARD SPACING ARE TO BE FIXED
<br />IN PLACE FOR FOUNDATION INSPECTION.
<br />SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR
<br />THE UTILITY AND/OR FOUNDATION. 90% COMPACTION
<br />REPORT IS REQUIRED AT THE TIME OF FOUNDATION
<br />INSPECTION. DAMP PROOFING, BASE COURSE AND
<br />PRE-SATURATION ARE REQUIRED.
<br />NEW WALL
<br />3
<br />PANEL
<br />THICKNESS
<br />PANEL INDEX
<br />EDGE NAILING
<br />1 2 3 4
<br />3/8"
<br />24/0
<br />8 D @ 6"
<br />1/2"1/2"1/2"
<br />24/0 24/0 24/0
<br />FIELD NAILING
<br />TOP PLATE 2-2X
<br />2X
<br />SILL CON.
<br />ANCHOR
<br />BOLTS
<br />A35 24" @ O.C.
<br />RATING
<br />SILL PLATE
<br />ON WOOD
<br />FLR. FOUND.
<br />SILL PLATE
<br />END POSTS
<br />(MIN.)
<br />CAPACITY 260
<br />(SHEAR WALL SCHEDULE FOR CRC 2022)
<br />(SHEAR WALL #3, #4: W/ 3X STUD, SILL & BLOCK
<br />BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE
<br />FOR PLYWOOD BOUNDARY NAILING.)
<br />8 D @ 4"
<br />8 D @ 12"
<br />8 D @ 3"8 D @ 2"
<br />8 D @ 12"8 D @ 12"8 D @ 12"
<br />2-2X 2-2X 2-2X
<br />2X
<br />2X
<br />2X
<br />2X
<br />2X
<br />3X
<br />3X
<br />4X 4X
<br />OR DBL 2X
<br />4X
<br />OR DBL 3X
<br />4X
<br />OR DBL 3X
<br />16 D @ 6"
<br />5/8" D X10"
<br />@ 24"
<br />16 D @ 4"40 D @ 4"40 D @ 3"
<br />5/8" D
<br />@ 16"
<br />5/8" D
<br />@ 12"
<br />5/8" D
<br />@ 24"
<br />16" @ O.C.12" @ O.C.9" @ O.C.
<br />APA CDX
<br />EXPOSURE 1
<br />APA CDX
<br />EXPOSURE 1
<br />340 460 600
<br />SHEAR WALL SCHEDULE
<br />WHERE PANELS ARE APPLIED ON BOTH FACES OF A
<br />SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES
<br />ON CENTER ON EITHER SIDE, PANEL JOIST SHALL BE
<br />OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.
<br />ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF
<br />FRAMING MEMEBERS SHALL BE 3" OR GREATER AT
<br />ADJOINING PANEL EDGES AND NAILS AT ALL PANEL
<br />EDGES SHALL BE STAGGERED.
<br />SHEAR WALL SCHEDULE
<br />V = 260 PLF
<br />PLYWOOD SHEAR WALL: 3/8" THK CDX PLYWOOD (ALTER
<br />5/16" THK. OSB PANEL) APA RATED 32/16 INDEX 8D NAILS
<br />@ 6", 12" O.C.
<br />5/8"Ø X 10 AB'S @ 24" O.C. / 3X 3X 0.229 PLATE WASHER
<br />1
<br />NOTE
<br />FASTENERS IN PRESSURE-TREATED AND
<br />FIRE-RETARDANT, TREATED WOOD SHALL BE OF
<br />HOT-DIPPED, ZINC-COATED GALVANIZED STEEL,
<br />STAINLESS STEEL, SILICON BRONZE OR COPPER.
<br />ROOF SHEATHING (UNBLOCKED)
<br />1/2" THK CDX PLYWOOD (ALTER 7/16 THICK. OSB)
<br />APA RATED STRUCTURAL PANEL
<br />32/16 INDEX, 8 D NAILS @ 6", 12" O.C.
<br />FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.)
<br />D1
<br />12
<br />NOTE
<br />WOOD FRAMING MEMBERS, INCLUDING WOOD
<br />SHEATHING, THAT REST ON FOUNDATION WALL
<br />ARE LESS THAN 8" SHALL BE PRESERVATIVE-
<br />TREATED WOOD PER CBC 2022.
<br />A
<br />26'-10"
<br />10'-0"10'-2"
<br />8'
<br />-
<br />0
<br />"
<br />18
<br />'
<br />-
<br />3
<br />"
<br />10
<br />'
<br />-
<br />1
<br />1
<br />"
<br />5'-0"
<br />5'
<br />-
<br />0
<br />"
<br />5'
<br />-
<br />0
<br />"
<br />NEW ADU FOUNDATION PLAN
<br />SCALE: 1/4" = 1'-0"
<br />(N) KITCHEN
<br />(N) 9'-0" CL. HT.
<br />(N) BEDROOM #1
<br />(N) 9'-0" CL. HT.
<br />(N) LIVING ROOM
<br />(N) 9'-0" CL. HT.
<br />(N) BATH
<br />(N) 9'-0" CL. HT.
<br />(N) BATH
<br />(N) 9'-0" CL. HT.
<br />(N) BEDROOM #2
<br />(N) 9'-0" CL. HT.
<br />7'
<br />-
<br />0
<br />"
<br />6'-11"
<br />2'
<br />-
<br />6
<br />"
<br />19
<br />'
<br />-
<br />1
<br />0
<br />"
<br />SHEAR ALLSHEAR ALL
<br />6'-0"
<br />4'
<br />-
<br />0
<br />"
<br />14
<br />'
<br />-
<br />3
<br />"
<br />14
<br />'
<br />-
<br />3
<br />"
<br />25
<br />'
<br />-
<br />8
<br />"
<br />16'-3"
<br />25
<br />'
<br />-
<br />8
<br />"
<br />(N) CL
<br />NEW ADU FRAMING PLAN
<br />SCALE: 1/4" = 1'-0"
<br />(N) KITCHEN
<br />(N) 9'-0" CL. HT.
<br />(N) BEDROOM #1
<br />(N) 9'-0" CL. HT.
<br />(N) LIVING ROOM
<br />(N) 9'-0" CL. HT.
<br />(N) BATH
<br />(N) 9'-0" CL. HT.
<br />(N) BATH
<br />(N) 9'-0" CL. HT.
<br />(N) BEDROOM #2
<br />(N) 9'-0" CL. HT.
<br />(N) WIC
<br />(N)9'-0" CL. HT.
<br />(N) CL
<br />1
<br />L=4'
<br />1
<br />L=4'
<br />1
<br />L=12'
<br />1 L=6'
<br />1 L=6'
<br />1L=6'
<br />1L=6'
<br />1 1
<br />26'-10"
<br />10'-0"10'-2"
<br />8'
<br />-
<br />0
<br />"
<br />18
<br />'
<br />-
<br />3
<br />"
<br />10
<br />'
<br />-
<br />1
<br />1
<br />"
<br />5'-0"
<br />5'
<br />-
<br />0
<br />"
<br />5'
<br />-
<br />0
<br />"
<br />7'
<br />-
<br />0
<br />"
<br />2'
<br />-
<br />6
<br />"
<br />19
<br />'
<br />-
<br />1
<br />0
<br />"
<br />SHEAR ALLSHEAR ALL
<br />6'-0"
<br />4'
<br />-
<br />0
<br />"
<br />14
<br />'
<br />-
<br />3
<br />"
<br />14
<br />'
<br />-
<br />3
<br />"
<br />25
<br />'
<br />-
<br />8
<br />"
<br />16'-3"
<br />25
<br />'
<br />-
<br />8
<br />"
<br />1
<br />L=4'
<br />1
<br />L=4'
<br />1
<br />L=12'
<br />1 L=6'
<br />1 L=6'
<br />1L=6'
<br />1L=6'
<br />1 1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1 (N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N) WIC
<br />(N) 9'-0" CL. HT.
<br />01
<br />D1
<br />01
<br />D1
<br />01
<br />D1
<br />01
<br />D1
<br />01
<br />D1
<br />01
<br />D1
<br />02
<br />D1
<br />05
<br />D1
<br />05
<br />D1
<br />(N) 2x8 RIDGE BOARD
<br />(N
<br />)
<br />
<br />2
<br />x
<br />8
<br />
<br />R
<br />I
<br />D
<br />G
<br />E
<br />
<br />B
<br />O
<br />A
<br />R
<br />D
<br />(N) 2x6 R/R
<br />@ 16" O.C.
<br />(N) 2x6 R/R
<br />@ 16" O.C.
<br />(N) 2x6 C/J
<br />@ 16" O.C.
<br />(N) 2x6 C/J
<br />@ 16" O.C.
<br />(N
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />R
<br />/
<br />R
<br />@
<br />1
<br />6
<br />"
<br />
<br />O
<br />.
<br />C
<br />.
<br />(N
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />R
<br />/
<br />R
<br />@
<br />1
<br />6
<br />"
<br />
<br />O
<br />.
<br />C
<br />.
<br />(N
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />C
<br />/
<br />J
<br />@
<br />1
<br />6
<br />"
<br />
<br />O
<br />.
<br />C
<br />.
<br />(N) 2x6 R/R
<br />@ 16" O.C.
<br />(N) 2x6 R/R
<br />@ 16" O.C.
<br />(N) 4x6 HDR (N) 4x6 HDR (N) 4x4 HDR
<br />(N
<br />)
<br />
<br />4
<br />x
<br />6
<br />
<br />H
<br />D
<br />R
<br />(N) 4x4 HDR(N) 4x4 HDR(N) 4x4 HDR
<br />(N) 4x4 HDR (N) 4x4 HDR
<br />(N) 4x4 HDR
<br />(N
<br />)
<br />
<br />4
<br />x
<br />4
<br />
<br />H
<br />D
<br />R
<br />(N
<br />)
<br />
<br />4
<br />x
<br />4
<br />
<br />H
<br />D
<br />R
<br />(N)
<br />
<br />2
<br />-
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N)
<br />
<br />2
<br />-
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N)
<br />
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N)
<br />
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N)
<br />
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N)
<br />
<br />2
<br />x
<br />8
<br />
<br />H
<br />I
<br />P
<br />(N) 4X6 #1
<br />(2
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />C
<br />J
<br />(2
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />C
<br />J
<br />ST6224 ST6224ST6224
<br />06
<br />D1
<br />06
<br />D1
<br />11
<br />D1
<br />11
<br />D1
<br />08
<br />D1
<br />08
<br />D1
<br />08
<br />D1 08
<br />D1
<br />08
<br />D1
<br />08
<br />D1
<br />08
<br />D1 (N) 4x6 HDR
<br />(N
<br />)
<br />
<br />4
<br />x
<br />6
<br />
<br />H
<br />D
<br />R
<br />(N
<br />)
<br />
<br />4
<br />x
<br />6
<br />
<br />H
<br />D
<br />R
<br />21
<br />D1
<br />18
<br />D1
<br />(N
<br />)
<br />
<br />2
<br />x
<br />8
<br />
<br />R
<br />B
<br />(N) 2x6
<br />R/R @
<br />16" O.C.
<br />(N) 2x6
<br />R/R @
<br />16" O.C.19
<br />D1
<br />19
<br />D1
<br />09
<br />D1
<br />09
<br />D1
<br />07
<br />D1 07
<br />D1
<br />07
<br />D1
<br />13
<br />D1
<br />13
<br />D1
<br />14
<br />D1
<br />1
<br />2
<br />3
<br />B A
<br />1
<br />2
<br />3
<br />B
<br />S1
<br />A
<br />S1
<br />A
<br />S1
<br />A
<br />S1
<br />A
<br />20
<br />D1
<br />1
<br />2
<br />2
<br />2
<br />2
<br />2
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />(N
<br />)
<br />
<br />H
<br />D
<br />U
<br />
<br />2
<br />03
<br />D1
<br />L=6'L=6'3
<br />(N
<br />)
<br />
<br />2
<br />x
<br />6
<br />
<br />R
<br />/
<br />R
<br />@
<br />1
<br />6
<br />"
<br />
<br />O
<br />.
<br />C
<br />.
<br />24
<br />D1
<br />L=6'L=6'
<br />18
<br />D1
<br />21
<br />D1
<br />PROVIDE KNEE BRACE AT
<br />EACH DIRECTION
<br />(N
<br />)
<br />
<br />2
<br />-
<br />2
<br />x
<br />6
<br />R/
<br />R
<br />
<br />W
<br />/
<br />B
<br />N
<br />SOIL ENGINEER:
<br />GEOBODEN INC.
<br />SHAHROKH E. RADVAR GE -2742
<br />5 HODGENVILLE.
<br />IRVINE, CA 92620
<br />TEL: (949) 872-9565
<br />PROJECT NO. PARSONS-1-01
<br />DECEMBER 15, 2025
<br />7.1 EARTHWORK
<br />All earthworks, including excavation, backfill and preparation of subgrade, should be
<br />performed in accordance with the geotechnical recommendations presented in this report and
<br />applicable portions of the grading code of local regulatory agencies. All earthwork should be
<br />performed under the observation and testing of a qualified geotechnical engineer.
<br />7.2 SITE AND FOUNDATION PREPARATION
<br />All site preparation should be observed by experienced personnel reporting to the project
<br />Geotechnical Engineer. Our field monitoring services are an essential continuation of our prior
<br />studies to confirm and correlate the findings and our prior recommendations with the actual
<br />subsurface conditions exposed during construction, and to confirm that suitable fill soils are
<br />placed and properly compacted.
<br />The site fill material is considered undocumented and may not be suitable for support of the
<br />new footings. We recommend that the upper 3 feet of existing soils be removed and
<br />recompacted. Lateral extent of overexcavation is 5 feet, where possible. If loose, disturbed, or
<br />otherwise unsuitable materials are encountered at the bottom of excavation, removal of
<br />unsuitable soils will be required until firm soils are encountered.
<br />Excavations below the final grade level should be properly backfilled using lean concrete or
<br />approved fill material compacted to a minimum of 90 percent of the maximum dry density as
<br />determined by ASTM Test Method D1557. The backfill and any additional fill should be
<br />placed in loose lifts less than 8 inches thick, moisture conditioned to near optimum moisture
<br />content, and compacted to 90 percent. Fill materials should be free of construction debris, roots,
<br />organic matter, rubble, contaminated soils, and any other unsuitable or deleterious material as
<br />determined by the Geotechnical Engineer. The on-site soils are suitable for use as compacted
<br />fill, provided the soil is free of any deleterious substance. All import fill material should be
<br />approved by the Geotechnical Engineer prior to importing to the site for use as compacted fill.F
<br />Excavation activities should not disturb adjacent structures or undermine any adjacent footings.
<br />Existing utilities should be removed and adequately capped at the project boundary line or
<br />salvaged/rerouted as designed.
<br />7.3 FILL PLACEMENT AND COMPACTION REQUIREMENTS
<br />Material for engineered fill should be select free of organic material, debris, and other
<br />deleterious substances, and should not contain fragments greater than 3 inches in maximum
<br />dimension. On-site excavated soils that meet these requirements may be used to backfill the
<br />excavated building area.
<br />All fill should be placed in 6-inch-thick maximum lifts, watered or air dried as necessary to
<br />achieve near optimum moisture conditions, and then compacted in place to a maximum relative
<br />compaction of 90 percent. The laboratory maximum dry density and optimum moisture content
<br />for each change in soil type should be determined in accordance with Test Method
<br />ASTM D 1557. A representative of the project consultant should be present on-site during
<br />grading operations to verify proper placement and compaction of all fill, as well as to verify
<br />compliance with the other geotechnical recommendations presented herein.
<br />Imported soils, if any, should consist of clean materials exhibiting a VERY LOW expansion
<br />potential (Expansion Index less than 20). Soils to be imported should be approved by the
<br />project geotechnical consultant prior to importation.
<br />7.4 GEOTECHNICAL OBSERVATIONS
<br />Exposed bottom surfaces in each removal area should be observed and approved by the project
<br />geotechnical consultant prior to placing fill. No fill should be placed without prior approval
<br />from the geotechnical consultant.
<br />The project geotechnical consultant should be present on site during grading operations to
<br />verify proper placement and compaction of fill, as well as to verify compliance with the
<br />recommendations presented herein.
<br />7.5 POST-GRADING CONSIDERATIONS
<br />Positive drainage devices such as concrete flatwork, graded swales, and area drains should be
<br />provided around the new construction to collect and direct all water to a suitable discharge area.
<br />Neither rain nor excess irrigation water should be allowed to collect or pond against building
<br />foundations.
<br />7.6 UTILITY TRENCH BACKFIL
<br />All utility trench backfill should be compacted to a minimum relative compaction of 90
<br />percent. Trench backfill materials should be placed in lifts no greater than approximately 6
<br />inches in thickness, watered or air-dried as necessary to achieve near optimum moisture
<br />conditions, and then mechanically compacted in place to a minimum relative compaction of 90
<br />percent. A representative of the project geotechnical consultant should probe and test the
<br />backfills to verify adequate compaction.
<br />As an alternative for shallow trenches where pipe or utility lines may be damaged by
<br />mechanical compaction equipment, such as under building floor slabs, imported clean sand
<br />exhibiting a sand equivalent (SE) value of 30 or greater may be utilized. The sand backfill
<br />materials should be watered to achieve near optimum moisture conditions and then tamped into
<br />place.No specific relative compaction will be required; however, observation, probing, and if
<br />deemed necessary, testing should be performed by a representative of the project geotechnical
<br />consultant to verify an adequate degree of compaction and that the backfill will not be subject
<br />to settlement.
<br />Where utility trenches enter the footprint of the buildings, they should be backfilled through
<br />their entire depths with on-site fill materials, sand-cement slurry, or concrete rather than with
<br />any sand or gravel shading. This “Plug” of less- or non-permeable materials will mitigate the
<br />potential for water to migrate through the backfilled trenches from outside of the buildings to
<br />the areas beneath the foundations and floor slabs.
<br />SECTION - A -
<br />SCALE: 1/4" = 1'-0"
<br />(N) R-15
<br />(N) 2X4 STUD WALL
<br />@16" 0.C. (TYP.)
<br />(N) 1/2" DRYWALL
<br />(N) 2 LAYER OF
<br />GRADE D PAPER
<br />7/8" STUCCO
<br />(N) R-15
<br />(N) 2X4 STUD WALL
<br />@16" 0.C. (TYP.)
<br />(N) 1/2" DRYWALL
<br />(N) 2 LAYER OF
<br />GRADE D PAPER
<br />7/8" STUCCO
<br />T.O. FLOOR
<br />T.O. PLATE
<br />9'
<br />-
<br />1
<br />"
<br />T.O. F. GRADE
<br />8"
<br />(N) 2X6 RR @ 16" O.C. (TYP.)
<br />(N) 2X8 RIDGE
<br />(N) 2x6 C/J @16" O.C.
<br />(N) R-38
<br />(N) 2X6 RR @ 16" O.C. (TYP.)
<br />(N)LIVING ROOM
<br />SOIL REPORT NOTES:
<br />SCALE:
<br />DRAWN BY:
<br />DATE:
<br />PLAN CHECK
<br />DRAWING TITLE:
<br />DATEREVISIONS:
<br />HN
<br />02-18-2025
<br />AS NOTED
<br />00-00-0000
<br />SHEET NO. OF SHEETS
<br />DATE
<br />00-00-2025--------
<br />00-00-0000
<br />00-00-0000
<br />00-00-0000
<br />00-00-0000
<br />CONSULTANT:
<br />12
<br />9
<br />9
<br />
<br />N
<br />.
<br />
<br />P
<br />A
<br />R
<br />S
<br />O
<br />N
<br />S
<br />
<br />P
<br />L
<br />.
<br />(
<br />A
<br />D
<br />U
<br />)
<br />13
<br />0
<br />1
<br />
<br />N
<br />.
<br />
<br />P
<br />A
<br />R
<br />S
<br />O
<br />N
<br />S
<br />
<br />P
<br />L
<br />.
<br />(
<br />M
<br />A
<br />I
<br />N
<br />
<br />H
<br />O
<br />U
<br />S
<br />E
<br />)
<br />,
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />3
<br />RESIDENTIAL PROJECT FOR:
<br />1299 N. PARSONS PL. (ADU),
<br />1301 N. PARSONS PL. (MIAN HOUSE),
<br />SANTA ANA, CA 92703
<br />DE
<br />T
<br />A
<br />C
<br />H
<br />E
<br />D
<br />
<br />A
<br />D
<br />U
<br />
<br />P
<br />R
<br />O
<br />J
<br />E
<br />C
<br />T
<br />Exp. date:
<br />STATE OF CALIFORNIACIVIL
<br />REGISTERED PROFESS IONAL ENGINEER
<br />HUE C . LUI
<br />C-66754
<br />9/26
<br />HA NGUYEN - 1/29/2025
<br />FOUNDATION &
<br />FRAMING
<br />PLAN, SECTION
<br />08 11
<br />S1
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