FOUNDATION NOTES

Owner:
1. FOUNDATION TYPE:4" (MIN.) CONCRETE SLAB, 3,000 PSI CONCRETE (28DAY
STRENGTH).
REINFORCEMENT: #4 BARS @ 12" O.C. EACH WAY, PLACED AT MID- DEPTH
OF SLAB.CAST-IN-PLACE CONCRETE FʹC = 3,000 PSI MIN AT 28 DAYS (ACI Address:
318-19/CBC 1904).
2. SUB-GRADE PREPARATION: EXCAVATE TO UNIFORM COMPETENT SOIL; 523 NORTH
CONTINUOUS FOOTINGS TO BEAR ≥ 18 IN. BELOW UNDISTURBED GRADE
AS SHOWN . MAPLE DR
MOISTURE-CONDITION AND RE-COMPACT THE UPPER 12 IN. OF
SUB-GRADE TO 90 % RELATIVE COMPACTION OR AS REQUIRED BY THE BEVERLY HILLS
3.
GEOTECHNICAL REPORT.
FOOTINGS & WALLS : TYPICAL CONTINUOUS FOOTING: 16 IN. W × 8 IN. D
CA,90211 USA
UNDER 8-IN. CONCRETE FOUNDATION WALL .
PAD FOOTING: 24 IN. × 24 IN. × 8 IN. WITH FOUR #4 BARS EACH WAY . Phone:
REINFORCEMENT: TWO #4 BARS CONTINUOUS TOP & BOTTOM UNLESS
NOTED OTHERWISE .
MINIMUM CONCRETE COVER: 3 IN. BOTTOM/SOIL SIDE, 2 IN. FORMED
FACES (CBC 1907.7).
4. SLAB-ON-GRADE: 4 IN. CONCRETE SLAB WITH #3 BARS @ 18 IN. O/C EACH
WAY OVER 2 IN. CLEAN SAND, 10-MIL VAPOR RETARDER, ON 6 IN.
FREE-DRAINING MATERIAL .
5. MOISTURE PROTECTION & DRAINAGE: DAMP-PROOF ALL BELOW-GRADE
WALLS (CBC 1805). FINAL GRADE TO FALL MINIMUM 5 % FOR FIRST 10 FT
AWAY FROM STRUCTURE .

W1 W1 FLOOR FRAMING NOTES

1. WOOD FRAMING (CBC CHAPTER 23 & NDS 2021): DIMENSIONAL LUMBER:

DF-L NO. 2 OR BETTER, KILN-DRIED.
ENGINEERED I-JOISTS: 11 ⅞ IN. DEPTH @ 16 IN. O/C AS SHOWN INSTALL
PER MANUFACTURER’S ESR REPORT.
PRESSURE-TREATED 2 × 10 FLOOR JOISTS AT STEP-DOWN AREAS, 16 IN.
O/C PROVIDE CONTINUOUS RIM BOARD, PT PLATE, AND BLOCKING AT
BEARING POINTS.
SHEAR WALLS: 7⁄16 IN. STRUCTURAL 1 WSP, 8D COMMON NAILS @ 6 IN.
EDGES/12 IN. FIELD UNLESS A STRICTER NAILING SCHEDULE IS SHOWN.
2. LVL & STEEL BEAMS: (2) 1 ¾ IN. × 11 ⅞ IN. LVL BEAMS IN POCKETS; DESIGN
BY MANUFACTURER, MIN FB = 2.6 KSI .
W16 × 45 WIDE-FLANGE BEAMS IN WALL POCKETS; DESIGN PER AISC
360-22, PROVIDE ¼ IN. BEARING PLATES AND SHIM GROUT AS REQUIRED.
3. POSTS AND PAD FOOTINGS: 4 × 4 PT WOOD POSTS CENTERED ON 24 × 24 ×
8 IN. CONCRETE PADS REINFORCED AS NOTED ABOVE.
4. CONNECTORS & HARDWARE:USE SIMPSON STRONG-TIE (OR EQUAL)
GALVANIZED CONNECTORS RATED FOR SEISMIC DESIGN CATEGORY D.
FASTENERS IN PT LUMBER TO BE HOT-DIP GALVANIZED OR STAINLESS
STEEL.

ANCHOR BOLT NOTES

1. 2 X SILL PLATE ----------> USE 5/8" DIAMETER X 10" MIN. ANCHOR BOLTS
3 X SILL PLATE ----------> USE 5/8" DIAMETER X 12" MIN. ANCHOR BOLTS

ASTM F1554 GR. 36 ANCHOR BOLTS SHALL BE EMBEDDED 7" MINIMUM INTO
No. Description Date
PERIMETER BOLTS SHALL BE A MAXIMUM OF 12" FROM SILL ENDS AND
SPLICES WITH A MINIMUM OF 2 BOLTS PER SPLICE. USE 3" X 3" X 0.229"
THICK FLAT PLATE WASHERS AT EACH ANCHOR BOLT. WASHERS MUST BE
WITHIN 1/2" OF STRUCTURAL SHEATHING.
2. NON-BEARING INTERIOR WALLS ON SLAB – HILTI POWDER-ACTUATED
SHOT PINS (ICBO #1290) @ 32 IN. O/C FOR PT SILL PLATES.
3. SEISMIC DETAILING – WHERE ANCHOR BOLTS RESIST SHEAR FROM
WOOD-STRUCTURAL-PANEL (WSP) SHEAR WALLS, EDGE-DISTANCE AND
WASHER SIZE SHALL COMPLY WITH CBC 2308.6.
4. INSPECTION – ALL ANCHOR BOLTS TO BE VISUALLY VERIFIED BEFORE
CONCRETE PLACEMENT; 10 % OF BOLTS TORQUE-TESTED AFTER CURE
PER CBC 1705.

D1 D1

523 NORTH MAPLE DR BEVERLY

W1

D1

A PROPOSED NEW RESIDENCE FOR

UP

HILLS CA 90211, USA

W1 W1

Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

Foundation
plan

Sheet
Foundation plan
1 1/4" = 1'-0"

c
S.1
 NAIL SCHEDULE - FRAMING MEMBERS
Owner:
NUMBER OR
CONNECTED MEMBERS NAIL SIZE NAILING
Address:
PATTERN
2 TOE NAIL EACH
BRIDGING TO JOIST 8 COMMON
END

SOLE PLATE TO JOIST OR @ 16" O.C. FACE

16 d COMMON
BLOCKING NAIL
Phone:
TOP PLATE 16 d COMMON 2 END NAIL

8d COMMON OR 16d 4 TOE NAIL/ 2 END

STUD TO SOLE PLATE
COMMON NAIL

DOUBLE STUDS 16d COMMON @ 24" FACE NAIL

DOUBLE TOP PLATES 16d COMMON @ 18" FACE NAIL

TOP PLATES: LAPS &

16d COMMON 2 FACE NAIL
INTERSECTIONS

CONTINUOUS HEADER; TWO @16" FACE NAIL

16d COMMON
PIECE ALONG EACH EDGE

CEILING JOISTS TO PLATE, TOE

8d COMMON 3 TOE NAIL
NAIL
W1 CONTINUOUS: HEADER TO
STUDS, TOE NAIL 8d COMMON 4 TOE NAIL

CEILING JOISTS, LAPS OVER

10d COMMON 3 FACE NAIL
PARTITIONS

CEILING JOISTS TO PARALLEL

16d COMMON 5 FACE NAIL
RAFTERS

RAFTER TO PLATE 16d COMMON OR 10d 3 TOE NAIL

UP 1" BRACE TO EACH STUD & PLATE 8d COMMON 2 FACE NAIL

BOLT UP COMMON STUDS 16d COMMON @ 24" FACE NAIL No. Description Date
CONTINUOUS HEADER 3 OR
MORE PIECE & BUILT UP GIRDERS BOLT RE: GENERAL NOTE
OR BEAMS

FOUNDATION NOTES
1. FOUNDATION TYPE:4" (MIN.) CONCRETE SLAB, 3,000 PSI CONCRETE (28DAY
STRENGTH).
REINFORCEMENT: #4 BARS @ 12" O.C. EACH WAY, PLACED AT MID- DEPTH
OF SLAB.CAST-IN-PLACE CONCRETE FʹC = 3,000 PSI MIN AT 28 DAYS (ACI
318-19/CBC 1904).
2. Sub-grade preparation: EXCAVATE TO UNIFORM COMPETENT SOIL;
CONTINUOUS FOOTINGS TO BEAR ≥ 18 IN. BELOW UNDISTURBED GRADE
AS SHOWN .
MOISTURE-CONDITION AND RE-COMPACT THE UPPER 12 IN. OF
SUB-GRADE TO 90 % RELATIVE COMPACTION OR AS REQUIRED BY THE
GEOTECHNICAL REPORT.
3. FOOTINGS & WALLS : TYPICAL CONTINUOUS FOOTING: 16 IN. W × 8 IN. D
UNDER 8-IN. CONCRETE FOUNDATION WALL .
PAD FOOTING: 24 IN. × 24 IN. × 8 IN. WITH FOUR #4 BARS EACH WAY .
REINFORCEMENT: TWO #4 BARS CONTINUOUS TOP & BOTTOM UNLESS
NOTED OTHERWISE .
MINIMUM CONCRETE COVER: 3 IN. BOTTOM/SOIL SIDE, 2 IN. FORMED
FACES (CBC 1907.7).
4. SLAB-ON-GRADE: 4 IN. CONCRETE SLAB WITH #3 BARS @ 18 IN. O/C EACH
WAY OVER 2 IN. CLEAN SAND, 10-MIL VAPOR RETARDER, ON 6 IN.
FREE-DRAINING MATERIAL .
5. MOISTURE PROTECTION & DRAINAGE: Damp-proof all below-grade walls (CBC
1805). Final grade to fall minimum 5 % for first 10 ft away from structure .

DN FLOOR FRAMING NOTES

A PROPOSED NEW RESIDENCE FOR

1. WOOD FRAMING (CBC CHAPTER 23 & NDS 2021): DIMENSIONAL LUMBER:
DF-L NO. 2 OR BETTER, KILN-DRIED.
ENGINEERED I-JOISTS: 11 ⅞ IN. DEPTH @ 16 IN. O/C AS SHOWN INSTALL
PER MANUFACTURER’S ESR REPORT.
PRESSURE-TREATED 2 × 10 FLOOR JOISTS AT STEP-DOWN AREAS, 16 IN.
O/C PROVIDE CONTINUOUS RIM BOARD, PT PLATE, AND BLOCKING AT
BEARING POINTS.
SHEAR WALLS: 7⁄16 IN. STRUCTURAL 1 WSP, 8D COMMON NAILS @ 6 IN.
EDGES/12 IN. FIELD UNLESS A STRICTER NAILING SCHEDULE IS SHOWN.
2. LVL & STEEL BEAMS: (2) 1 ¾ IN. × 11 ⅞ IN. LVL BEAMS IN POCKETS; DESIGN
BY MANUFACTURER, MIN FB = 2.6 KSI .
W16 × 45 WIDE-FLANGE BEAMS IN WALL POCKETS; DESIGN PER AISC
360-22, PROVIDE ¼ IN. BEARING PLATES AND SHIM GROUT AS REQUIRED.
3. POSTS AND PAD FOOTINGS: 4 × 4 PT WOOD POSTS CENTERED ON 24 × 24 ×
8 IN. CONCRETE PADS REINFORCED AS NOTED ABOVE.
4. CONNECTORS & HARDWARE:USE SIMPSON STRONG-TIE (OR EQUAL)
GALVANIZED CONNECTORS RATED FOR SEISMIC DESIGN CATEGORY D.
FASTENERS IN PT LUMBER TO BE HOT-DIP GALVANIZED OR STAINLESS
STEEL.

Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

Floor Framing
plan
Floor Framing plan Sheet
1 1/4" = 1'-0"

c
S.2
 NAIL SCHEDULE - FRAMING MEMBERS
Owner:
NUMBER OR
CONNECTED MEMBERS NAIL SIZE NAILING
Address:
PATTERN
2 TOE NAIL EACH
BRIDGING TO JOIST 8 COMMON
END

SOLE PLATE TO JOIST OR @ 16" O.C. FACE

16 d COMMON
BLOCKING NAIL
Phone:
TOP PLATE 16 d COMMON 2 END NAIL

8d COMMON OR 16d 4 TOE NAIL/ 2 END

STUD TO SOLE PLATE
COMMON NAIL

DOUBLE STUDS 16d COMMON @ 24" FACE NAIL

DOUBLE TOP PLATES 16d COMMON @ 18" FACE NAIL

TOP PLATES: LAPS &

16d COMMON 2 FACE NAIL
INTERSECTIONS

CONTINUOUS HEADER; TWO @16" FACE NAIL

16d COMMON
PIECE ALONG EACH EDGE

CEILING JOISTS TO PLATE, TOE

8d COMMON 3 TOE NAIL
NAIL

CONTINUOUS: HEADER TO
STUDS, TOE NAIL 8d COMMON 4 TOE NAIL

CEILING JOISTS, LAPS OVER

10d COMMON 3 FACE NAIL
PARTITIONS

CEILING JOISTS TO PARALLEL

16d COMMON 5 FACE NAIL
RAFTERS

RAFTER TO PLATE 16d COMMON OR 10d 3 TOE NAIL

1" BRACE TO EACH STUD & PLATE 8d COMMON 2 FACE NAIL

BOLT UP COMMON STUDS 16d COMMON @ 24" FACE NAIL No. Description Date
CONTINUOUS HEADER 3 OR
MORE PIECE & BUILT UP GIRDERS BOLT RE: GENERAL NOTE
OR BEAMS

FOUNDATION NOTES
1. FOUNDATION TYPE:4" (MIN.) CONCRETE SLAB, 3,000 PSI CONCRETE (28DAY
STRENGTH).
REINFORCEMENT: #4 BARS @ 12" O.C. EACH WAY, PLACED AT MID- DEPTH
OF SLAB.CAST-IN-PLACE CONCRETE FʹC = 3,000 PSI MIN AT 28 DAYS (ACI
318-19/CBC 1904).
2. Sub-grade preparation: EXCAVATE TO UNIFORM COMPETENT SOIL;
CONTINUOUS FOOTINGS TO BEAR ≥ 18 IN. BELOW UNDISTURBED GRADE
AS SHOWN .
MOISTURE-CONDITION AND RE-COMPACT THE UPPER 12 IN. OF
SUB-GRADE TO 90 % RELATIVE COMPACTION OR AS REQUIRED BY THE
GEOTECHNICAL REPORT.
3. FOOTINGS & WALLS : TYPICAL CONTINUOUS FOOTING: 16 IN. W × 8 IN. D
UNDER 8-IN. CONCRETE FOUNDATION WALL .
PAD FOOTING: 24 IN. × 24 IN. × 8 IN. WITH FOUR #4 BARS EACH WAY .
REINFORCEMENT: TWO #4 BARS CONTINUOUS TOP & BOTTOM UNLESS
NOTED OTHERWISE .
MINIMUM CONCRETE COVER: 3 IN. BOTTOM/SOIL SIDE, 2 IN. FORMED
FACES (CBC 1907.7).
4. SLAB-ON-GRADE: 4 IN. CONCRETE SLAB WITH #3 BARS @ 18 IN. O/C EACH
WAY OVER 2 IN. CLEAN SAND, 10-MIL VAPOR RETARDER, ON 6 IN.
FREE-DRAINING MATERIAL .
5. MOISTURE PROTECTION & DRAINAGE: Damp-proof all below-grade walls (CBC
1805). Final grade to fall minimum 5 % for first 10 ft away from structure .

FLOOR FRAMING NOTES

A PROPOSED NEW RESIDENCE FOR

1. WOOD FRAMING (CBC CHAPTER 23 & NDS 2021): DIMENSIONAL LUMBER:
DF-L NO. 2 OR BETTER, KILN-DRIED.
ENGINEERED I-JOISTS: 11 ⅞ IN. DEPTH @ 16 IN. O/C AS SHOWN INSTALL
PER MANUFACTURER’S ESR REPORT.
PRESSURE-TREATED 2 × 10 FLOOR JOISTS AT STEP-DOWN AREAS, 16 IN.
O/C PROVIDE CONTINUOUS RIM BOARD, PT PLATE, AND BLOCKING AT
BEARING POINTS.
SHEAR WALLS: 7⁄16 IN. STRUCTURAL 1 WSP, 8D COMMON NAILS @ 6 IN.
EDGES/12 IN. FIELD UNLESS A STRICTER NAILING SCHEDULE IS SHOWN.
2. LVL & STEEL BEAMS: (2) 1 ¾ IN. × 11 ⅞ IN. LVL BEAMS IN POCKETS; DESIGN
BY MANUFACTURER, MIN FB = 2.6 KSI .
W16 × 45 WIDE-FLANGE BEAMS IN WALL POCKETS; DESIGN PER AISC
360-22, PROVIDE ¼ IN. BEARING PLATES AND SHIM GROUT AS REQUIRED.
3. POSTS AND PAD FOOTINGS: 4 × 4 PT WOOD POSTS CENTERED ON 24 × 24 ×
8 IN. CONCRETE PADS REINFORCED AS NOTED ABOVE.
4. CONNECTORS & HARDWARE:USE SIMPSON STRONG-TIE (OR EQUAL)
GALVANIZED CONNECTORS RATED FOR SEISMIC DESIGN CATEGORY D.
FASTENERS IN PT LUMBER TO BE HOT-DIP GALVANIZED OR STAINLESS
STEEL.

Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

2nd Floor
Framing plan
2nd Floor Framing plan
1 1/4" = 1'-0"
Sheet

c
S.3
 Owner:
Simpson CS18 x 2- ft at 48" o,c. as uplift ties
Address:
3.5x 11.25 PSL 2.2 E Ridge Beam

SIMPSON RR HANGER

R 2X1
FTE 2 RA
2 RA FTE Phone:
2X1 R 12
2X6COLLAR TIE
2X4 PURLIN 6
2X4 RAFTER
BRACING

2X10 CLG. JOIST 2X10 CLG. JOIST 2X10 CLG. JOIST

TYP. ROOF FRAMING SECTION

PROPERLY DRIVEN IMPROPERLY DRIVEN

(MIN. DIA.)
UNDERDRIVEN OVERDRIVEN CROOKED

SHINGLE

No. Description Date

DECKING

A PROPOSED NEW RESIDENCE FOR

RIDGE STRAP

Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

Roof Framing
plan
Roof Framing plan
1 1/4" = 1'-0" Sheet

c
S.4
 Owner:

Address:

Phone:

BEARING WALL HEADER DETAIL No. Description Date

2X12 BOTTOM PLATE

FOUNDATION

BEARING WALL OPENING DETAIL NON-BEARING WALL OPENING DETAIL

2X6 WALL STUD

A PROPOSED NEW RESIDENCE FOR

WALL CORNER INTERSECTION WALL PERPENDICULAR INTERSECTION

Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

Wall Framing
1 1/4" = 1'-0"
plan

Sheet

c
S.5
 Owner:

Address:

Phone:

RAFTERS PARALLEL TO CEILING JOISTS (TYP) RAFTERS PERP. TO CEILING JOISTS (TYP) RAFTERS AT RAISED CEILING (TYP) RAFTERS AT RAISED CEILING (TYP)
1 2 3 4

No. Description Date

HIP/VALLEY RAFTER BRACING (TYP) CEILING JOIST AT WOOD BEAM (TYP) CEILING JOIST AT WOOD BEAM (TYP) CEILING JOIST AT BEARING WALL
5 6 7 8

A PROPOSED NEW RESIDENCE FOR

F2

F1
Date 6-13-2025
Scale
1/4" = 1'-0"
Drawing name

Simpson Strong-Tie Structural

H3
Details

Sheet
WOOD BEAM AT POST (TYP) WOOD BEAM AT POST (TYP) HURRICANE STRAP AT RAFTER/TOP PLATE (TYP) RIDGE BEAM CONNECTION (TYP)
9 10 11 12
c
S.6