City of

Bellevue Post Office Box 90012 ▪ Bellevue, Washington ▪ 98009 9012

IMPORTANT REVISION SUBMITTAL INFORMATION

Permit #: 24-129625 BR
To Whom It May Concern:

A review of the plans indicates that additional information is necessary or further clarifications will be required prior
to approval of your project. Please review the comments listed below and make corrections to the drawings as
necessary.

Instructions for Submitting Revisions

• Identify revised/added information by circling, noting, or otherwise consistently marking changes on the
plans.
• Submit your revisions to Permit Processing, not the reviewer, through your MyBuildingPermit.com
Dashboard by clicking the "Submit Additional Files" button in the Application Detail page. Click here for
more details on how to submit electronic plans.
• PLEASE NOTE:
o If your permit has not been issued, submit a full plan set.

o If your permit has been issued and has not had a final inspection, submit only the revised
sheets.

Application Information
• Click here for important information about application expiration and cancellation dates.

A response to a correction must be provided within 90 days of the date of this request or the application may be cancelled without notice.

• Click here to check the status of your permit.

Please note that these comments do not include those of other reviewing departments. If other City departments
require review of the proposed project, please be advised that this division’s review and approval of the proposed
project does not, by itself, constitute approval of the Permit.

Further review and correction may be necessary as a result of submitting this additional information. If you have any
questions concerning the review of this project or the information contained in this letter, you may contact the
appropriate reviewer as listed below.

Thank you for your time,

Christopher Wren
Building Plans Examiner
Development Services Department, Building Division
cmwren@bellevuewa.gov
Desk: 425-229-6499
Check the status of your permit at www.MyBuildingPermit.com

City of Bellevue | Development Services | 450 – 110th Ave NE, City Hall
(425) 452-6800 | TTY (425) 452-4636
SYMBOL LEGEND

7'-25 8"

8'-8"

DESIGN STUDIO
SUN ROOM ADDITION
10' 2'

27'-418"

NORTH ARROW
N

PROPOSED SUN ROOM

DIRECTION OF NORTH

DETAIL CALLOUT
25'-103 4"

16232 NE 30th St
Bellevue, WA 98008
20'-37 8"

164TH AVE NE
1 DETAIL NUMBER
A101

31'-1"
DETAIL SHEET
EXISTING
SECTION / ELEVATION 13'-71 4"
COV ENTRY EXISTING RESIDENCE
1 DETAIL NUMBER
A101 DETAIL SHEET 15/1/25

Design / Drafting by :
1t DOOR TAG
SEE DOOR SCHEDULE

OPEN DECK
1t WINDOW TAG
SEE WINDOW SCHEDULE

11'-11"
A WALL TAG
SEE WALL TYPE LEGEND

1 REVISION TAG
SEE REVISION SCHEDULE
EXISTING CONC EXISTING GARAGE
SHEARWALL TAG DRIVEWAY 33'-113 8"

SEE SHEARWALL SCHEDULE

W1 Shearwall Length NE 30TH ST
SPOT ELEVATION
121' EXISTING GRADE
123'

11'-31 2"

11'-418"
NEW GRADE

CL CENTERLINE

SS
MATERIALS 18'
PROJECT INFORMATION

G
EXISTING 18' ACCESS EASEMENT

W
CONCRETE WOOD PROJECT DESCRIPTION CONSTRUCTION OF NEW 516 S.F. SUN ROOM ADDITION
EXISTING UNDERGROUND UTILITIES

SS
PARCEL NUMBER 232505-9106
GYPSUM BOARD/
PLYWOOD

G
ZONE R3.5
STUCCO
LOT AREA 9,690 S.F.
EARTH METAL LEGEND:

W
GROSS FLOOR AREAS IMPERVIOUS SURFACE AREAS

SS
STONE RIGID INSULATION
EXISTING FIRST FLOOR 2,150 S.F. EXISTING BUILDING 2,623 S.F.
x' EXISTING GARAGE 474 S.F. NEW ADDITION 516 S.F.

G
GRAVEL BATT INSULATION EXISTING SECOND FLOOR 2,515 S.F. DRIVEWAY 411 S.F.
NEW ADDITION 516 S.F. WALKWAY 83 S.F.

W
COVERED ENTRY 110 S.F.
LANDSCAPING ASPHALT 1,146 S.F.
SS

TOTAL 5,655 S.F. TOTAL 4,889 S.F.

FLOOR AREA RATIO 58.36% IMPERVIOUS AREA RATIO 50.45%

G

ABBREVIATIONS
W

Exp Date: 09/24/2025

SS

AB ANCHOR BOLT NIC NOT IN CONTRACT

G

AFF ABOVE FINISHED FLOOR NO NUMBER

W

AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE

BLKG BLOCKING OC ON CENTER

BLDG BUILDING OH OVERHANG
SS

BO BOTTOM OF OSB ORIENTED STRAND BOARD

BWL BRACED WALL LINE OSL ORIENTED STRAND LUMBER

CL CENTERLINE PLWD PLYWOOD

G

CLG CEILING PSL PARALLEL STRAND LUMBER

CLR CLEARANCE PSF POUNDS PER SQUARE FOOT
CO CLEANOUT PSI POUNDS PER SQUARE INCH
CONC CONCRETE PT PRESSURE TREATED
SS

CONT CONTINUOUS
A01 SITE P AN DATE: JAN,16,2025
DF DOUGLAS FIR REF REFRIGERATOR
DFL DOUGLAS FIR - LARCH REIN REINFORCE A02 OOR P AN
G

DI DRAIN INLET ROW RIGHT OF WAY

DS DOWNSPOUT A03 UPPER EVE TO DECK ACCESS
DW DISHWASHER SD SMOKE DETECTOR A0 E EVATION SCALE:
DWV DRAIN, WASTE, & VENT SIM SIMILAR
A0 SECTION 1" = 10'-0"
SS

SIP STRUCTURAL INSULATED PANEL

SQUARE FEET
EA
EQ EQUAL
EACH SF
SP SOUTHERN PINE
A0 ROO P AN
EW EACH WAY SPECS SPECIFICATIONS A0 ROO DETAI S
W

SPF SPRUCE - PINE - FIR

G

FAU FORCED AIR UNIT A0 WINDOW SC EDU E

FD FLOOR DRAIN T&G TONGUE AND GROOVE DRAWING:
FFE FIRST FLOOR ELEVATION TEMP TEMPERED GLAZING
SS

FTG FOOTING TJI TRUSS JOIST I-JOIST

TO TOP OF SITE PLAN
GFI GROUND FAULT INTERRUPTER TYP TYPICAL
GLB GLUE LAMINATED BEAM
W

GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE CURB

G

UON UNLESS OTHERWISE NOTED

W W W W W W
HB HOSE BIB

N
HF HEMLOCK - FIR VERT VERTICAL
VIF VERIFY IN FIELD
SS

INT INTERIOR
SS
LF LINEAR FEET
WC WATER CLOSET
WH WATER HEATER
SS SS SS
CL NE 30THSSST
LSL LAMINATED STRAND LUMBER WM WATER MAIN SHEET NO:
LVL LAMINATED VENEER LUMBER WP WATER PROOF
G

WSP WOOD STRUCTURAL PANEL N

MANUF MANUFACTURER
G G G G G G
MAX MAXIMUM
MTL METAL CURB
MIN MINIMUM
10' 20'
SITE PLAN 0' 2.5' 5'
VICINITY MAP
1 SCALE: 1" = 10'-0"

1" = 10'-0"
A01
 12'-0"
10'-0"

DESIGN STUDIO
4'-0" 2'-0"
WOODEN COLLUMN
w

4'-0"
w
DOTED LINE SHOWS
10'-0" 2' PROJECTION

Provide U-factor
12'-0"

Design / Drafting by :
for all glazing in CONNECTED TO EXISTING

6'-0"
CENTRAL HEATING SYSTEM w
w the thermal
PRAY AREA

15'-4"

16'-1"
envelope. The
Window 10'-0"X15'-4"
Schedule on
A08 is not
complete. insulation wall
6'-0" window

4'-0"
w

31'-9"
WOODEN COLLUMN

EXISTING HOUSE
EXISTING HOUSE

Is there glazing

MOVABLE WINDOW
in these doors?
w Provide U-factor w

15'-8"
±0-0" ±1-6"

folding aluminum glass frame

w w
SITTING AREA
10'-0"X15'-8"
SLIDING DOOR
WOODEN COLLUMN
10'-0"
SLIDING DOOR

±1-6" ±1-6" Exp Date: 09/24/2025

11'-3"
OPEN DECK OPEN DECK

DATE: Jan,16,2025
UP STAIRS

SCALE:

1" = 10'-0"

DRAWING:
12'-0" FLOOR PLAN

HEATED SPACE 193 SFT

OPEN DECK 135 sft OPEN DECK 135 sft
COVERED DECK 317 SFT COVERED DECK 188 SFT SHEET NO:

EXISTING MAIN FLOOR PLAN PROPOSED MAIN FLOOR PLAN

A02
 DATE: Jan, 16, 2025

A03
SHEET NO:
FLOOR PLAN
Exp Date: 09/24/2025

DRAWING:

1" = 10'-0"

DESIGN STUDIO
SCALE:

Design / Drafting by :
DECK BEING ACCESSED FROM UPPER FLOOR EXISTING PLAN

PROPOSED UPPER FLOOR PLAN

Introducing A Sun Room Under The Deck
Adjusted Part
SAFETY RAILING

18x24 deep footer

6070S.G.D. 6070S.G.D.
SAFETY GLASS 3060PIC. SAFETY GLASS 3060PIC. 3060CASE.
EGRESS EGRESS
BENCH
5' - 6"

SOAKING TUB
SAFETY GLASS

SAFETY GLASS
4020PIC.ABV.

VAULTED
A 42" X 90"
+9'-0" CLG.
MSTR. STE. SHOWER
6020PIC.

24
+9'-0" CLG. 14'-0" X 18'-10"
14' - 2"

BEDRM. #4
4' - 10"
14'-0" X 12'-0"+ BATHTUB AND SHOWER FLOORS AND +9'-0" CLG.
WALLS ABOVE BATHTUBS WITH
17' - 10"

VAULTED MSTR. BATH

2020PIC.ABV.

+9'-0" CLG. INSTALLED SHOWER HEADS AND IN

SHOWER COMPARTMENTS SHALL BE 24 11'-0" X 13'-8"
BONUS RM. 24
15'-8" X 19'-6" FINISHED WITH A NONABSORBENT
9' - 10" 5' - 0" SURFACE. SUCH SURFACE SHALL EXTEND
TO HEIGHT OF NOT LESS THAN 6 FT.
ABOVE THE FLOOR. IRC 307.2 A
W.C.
SHELVES R&S

EXISTING UPPER FLOOR PLAN

10' - 0"
SAFETY RAILING
13' - 4"

1' - 0"
SAFETY RAILING

9' - 0"
6070S.G.D. 6070S.G.D.
SAFETY GLASS 3060PIC. SAFETY GLASS 3060PIC. 3060CASE.
EGRESS EGRESS
BENCH

5' - 6"
SOAKING TUB

SAFETY GLASS

SAFETY GLASS
4020PIC.ABV.
VAULTED
A 42" X 90"
+9'-0" CLG.
MSTR. STE. SHOWER
6020PIC.

24
+9'-0" CLG. 14'-0" X 18'-10"

14' - 2"
BEDRM. #4

4' - 10"
14'-0" X 12'-0"+ BATHTUB AND SHOWER FLOORS AND +9'-0" CLG.
WALLS ABOVE BATHTUBS WITH

17' - 10"
VAULTED MSTR. BATH

2020PIC.ABV.
+9'-0" CLG. INSTALLED SHOWER HEADS AND IN
SHOWER COMPARTMENTS SHALL BE 24 11'-0" X 13'-8"
BONUS RM. 24
15'-8" X 19'-6" FINISHED WITH A NONABSORBENT
9' - 10" 5' - 0" SURFACE. SUCH SURFACE SHALL EXTEND
TO HEIGHT OF NOT LESS THAN 6 FT.
ABOVE THE FLOOR. IRC 307.2 A
W.C.
SHELVES R&S
 DESIGN STUDIO
Design / Drafting by :
NOT REQUIRED
9" 2'-6"

9" 2'-6"
3'

REUIRED
36" h railing 36" h railing
upper floor upper floor
9"

2' projection

3'-9"
REUIRED FOR BOTH WINDOWS

1'-1"
SAFETY GLAZING 2'-2" SAFETY GLAZING
15'-3"

14'-9"

14'-9"
10'-0"

10'-0"
10'

SAFETY GLAZING

Exp Date: 09/24/2025

window seal level 2'

folding aluminum glass frame

sliding aluminum doors SLIDING DOOR TO 6x6 wrap around post
EXISTING BUILDING
main floor OPEN DECK main floor
UP STAIRS
1'-6"

1'-6"
up stairs 6" raiser
1'-6"

SOUTH ELEVATION EAST ELEVATION

DATE: Jan,16,2025

SCALE:
1" = 10'-0"

DRAWING:

ELEVATION

SHEET NO:

A04
 DESIGN STUDIO
Design / Drafting by :
Darken all text
on all pages for
clarity

Provide an
5
8" inch plywood R-value to meet
Fiber glass batt insulaton the 2021
W/ R-11 Washington
State Energy
Code

9" 3'-0"
2"
9" 9"

1'-0"
9"
5
8" PLYWOOD
WINDOW PLINTH LEVET

2'-0"

2'-0"
3'-9"

3'-41 2"
1'-10" 9"

7'-0"
5'-111 2"

7'-0"
2x6 STUDS 16" O.C.
1'-1" W/ R-21 PLUS R-11 CI
2'-2" INSULATION TYP

1'-0"
11"

1'-6" 1'-6" 2'-0"

Exp Date: 09/24/2025

FLOOR FINISHING WITH WOODEN TILES

18" INSULATION LAYER

18" CONC FOUNDATION

SECTION 3/4" T. & G. PLYWOOD

OVER 2x12 FLOOR JOISTS CRAWL SPACE ACCESS
3' TO CORNER POST
W/ R-38 INSULATION DATE: Jan,16,2025
CODE APPROVED CRAWL SPACE ACCESS WINDOW
WITH WEATHER TIGHT SE AL
USE CEDAR(WESTERN RED CEDAR) SCALE:
FROM BOTTOM OF JOIST TO GRADE 18"
-(BELLEVUE RESIDENTIAL CODE 317.1) 1" = 10'-0"

DRAWING:

SECTION

SHEET NO:

A05
 10' 2'

DESIGN STUDIO
Design / Drafting by :
4" / 12"

43'
PROPOSED SUN ROOM

4" / 12" 4" / 12"

Exp Date: 09/24/2025

OPEN DECK

DATE: Jan,16,2025

SCALE:
4" / 12"

1" = 10'-0"

DRAWING:

ROOF PLAN

SHEET NO:

A06
 Water proofing
membrane and

DESIGN STUDIO
floating deck trex
gutters on outside

Design / Drafting by :
edge that will tie
back into the gutter
system

1" / 12"
Exp Date: 09/24/2025

DATE: Jan,16,2025

SCALE:

1" = 10'-0"

DRAWING:

DOOF DETAILS

ROOF DETAILS
SHEET NO:

A07
 DESIGN STUDIO
Design / Drafting by :
Outer plane: 4mm Sisecam Temperable Solar Control
Low-E Glass Neutral 62
44(#2)
Outer plane: 16 mm 100% Air
Outer plane: 4 mm Sisecam Clear Float Glass

3'-218"

7'-6"
3'-15 8"
10'-0"

10'-0"
3'-218"
4'-0" 4'-0"

2'-6"
2'-11" 2'-11" 2'-8" 1'-07 8" Exp Date: 09/24/2025

SLIDING DOOR Internal Angle MOVABLE WINDOW WINDOW

9'-07 8"
Outside

90°
L1 L2 L3 L4 Layers from outside to inside mm DATE: Jan,16,2025

SCALE:
L1: Clear float glass 4
1" = 10'-0"

L2: Temperable Solar control Low-E NEutral 62/44 -

DRAWING:
L3: Cavity (100% Air)
16 FLOOR PLAN

L4: Clear Float Glass 4

SHEET NO:

A08
 GENERAL NOTES: CONCRETE NOTES:
1. DIMENSIONS ON DRAWINGS: DO NOT SCALE THE DRAWINGS. USE WRITTEN DIMENSIONS. IF CONCRETE PLACEMENT AND QUALITY: SHALL BE PER RECOMMENDATIONS IN ACI 318-14
CONFLICTS EXIST NOTIFY THE OWNER BEFORE PROCEEDING WITH THE WORK. DIMENSIONS ARE TO
AND SUPPLEMENT S1. A COPY SHALL BE AVAILABLE AT THE CONSTRUCTION SITE DURING CONSTRUCTION.
THE FACE OF FINISH UNLESS OTHERWISE NOTED.
2. COORDINATION OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF HIS/HER
CURING : PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT
WORK AND THAT OF ALL SUB-CONTRACTORS. VERIFY AND COORDINATE ALL ROUTING OF MECHANICAL,
TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER
ELECTRICAL, AND PLUMBING ITEMS, ROUGH-IN DIMENSIONS AND REQUIRED CLEARANCES OF
PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR AT LEAST 14 DAYS ACCORDING TO ACI 301 PROCEDURES.
UTILITIES, APPLIANCES, AND OTHER ITEMS ASSOCIATED WITH THE PROJECT WORK SUCH THAT CURING MAY BE BY MOIST CURING, MOISTURE RETAINING COVER, CURING COMPOUND OR COMBINATIONS THEREOF.
CONFLICTS DO NOT OCCUR. NOTIFY OWNER OF PROBLEMATIC CONDITIONS.
3. CONFLICTS IN DOCUMENTS: NOTIFY OWNER IMMEDIATELY FOR CLARIFICATION SHOULD ANY COLD WEATHER CONCRETING : PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH CAUSED BY FROST,
CONFLICT IN INFORMATION FOUND IN THE DOCUMENTATION BE DISCOVERED. FREEZING ACTIONS OR LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. WHEN TEMPERATURES FALL BELOW 40
4. CUTTING AND PATCHING: WHERE WORK REQUIRES CUTTING INTO OR DISRUPTION OF EXISTING DEGREES FAHRENHEIT, UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE
CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING BOTH THE AREA TEMPERATURE OF NOT LESS THAN 50 DEGREES FAHRENHEIT AND NOT MORE THAN 80 DEGREES FAHRENHEIT AT POINT OF
OF WORK AND ITS ADJACENT SURFACES TO MATCH ADJACENT EXISTING SURFACES. PATCHING PLACEMENT. 1"X2" HORIZONTAL STEEL BOTTOM
INCLUDES FINISH PAINTING OF AREA DISRUPTED. REVISION
5. TEMPORARY SHORING AND UNDERPINNING: IF REQUIRED, THE CONTRACTOR SHALL BE HOT WEATHER CONCRETING : PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH CAUSED BY HIGH
RESPONSIBLE FOR THE SHORING AND BRACING OF BOTH EXISTING AND NEW WORK AS REQUIRED TO TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A
ID DATE BY
STABILIZE THE WORK AND TO MINIMIZE RISK OF PROPERTY DAMAGE OR INJURY ON SITE OR TO CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT.
ADJACENT PROPERTIES. SHORING AND UNDERPINNING WORK IS TO BE PERFORMED UNDER SEPARATE
DEBRIS : REMOVE ALL DEBRIS FROM FORMS BEFORE POURING.
PERMIT OBTAINED BY THE GENERAL CONTRACTOR.
6. AGENCY, INSPECTIONS, AND UTILITY COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR SEGREGATION OF AGGREGATES : CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS,
COORDINATING ALL REQUIRED CITY AGENCY INSPECTIONS. IN ADDITION, THE CONTRACTOR IS TO COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS
COORDINATE WORK WITH ALL UTILITY COMPANIES (GAS, ELECTRICITY, WATER, PHONES, ETC.) SUCH
OF VARYING LENGTHS SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET.
THAT SERVICE TO THE SITE IS EITHER MAINTAINED OR PROVIDED IN A TIMELY MANNER TO THE
COMPLETION OF THE WORK. COORDINATE NEW SERVICE LOCATIONS AND CONFIGURATIONS WITH THE INSERTS : ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES,
APPROPRIATE PROVIDER AND THE OWNER ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE.
7. SPECIAL INSPECTIONS AND TESTING: IF REQUIRED BY THE GOVERNING AGENCIES, THE OWNER IS
TO PROVIDE REQUIRED SPECIAL INSPECTIONS AND TESTING VIA EITHER THE STRUCTURAL ENGINEER DOWELING : ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS, BEAMS, OR SLABS WITH BARS OF THE
OR A LICENSED THIRD-PARTY TESTING AGENCY. THE GENERAL CONTRACTOR IS TO COORDINATE ALL SAME SIZE AND SPACING AS THE BARS ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY INDICATED.
WORK AND GIVE THE OWNER A MINIMUM FIVE DAY NOTIFICATION ONCE THE WORK IS READY FOR
INSPECTION. KEEP ALL REPORTS FOR SUBMITTAL TO AUTHORITIES AT FINAL INSPECTION. SPLICES : VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE BARS IN SPANDRELS, WALLS,
BEAMS, GRADE BEAMS, ETC., AS FOLLOWS; TOP BARS AT CENTER LINE OF SPAN, BOTTOM BARS AT THE SUPPORT. ALL
8. SITE UTILITIES: THE CONTRACTOR IS TO CAREFULLY REVIEW ANY EXISTING UTILITIES AND

GENERAL NOTE
IDENTIFY THOSE THAT REQUIRE RELOCATION WITH REGARD TO THE PROPOSED SCOPE OF WORK. REINFORCING STEEL SHALL BE SECURELY WIRED AND PROPERLY SUPPORTED ABOVE THE GROUND AND AWAY FROM
CONTRACTOR IS TO IDENTIFY WHETHER UPGRADES ARE REQUIRED TO MEET THE THE REQUIREMENTS SLIDING DOOR TO
OF THE CODE. VERIFY THE EXISTING ELECTRICAL SERVICE, MAIN PANEL AND SUB-PANELS, WATER AND EXISTING BUILDING
OPEN DECK
HVAC ARE ADEQUATE FOR THE PROPOSED SCOPE OF WORK. UP STAIRS
9. PROTECTION OF PROPERTY: PROTECT THE ADJACENT PROPERTIES AND IMPROVEMENTS FRO ALL
DISTURBANCES AND DAMAGE. DO NOT TRESPASS ON NEIGHBORING PROPERTY. IF REQUIRED, SUBMIT
WRITTEN REQUEST TO NEIGHBOR(S) WITH COPY TO OWNER AT LEAST 10 DAYS PRIOR TO NEEDED BAR SIZE LAP SPLICE LENGTH
DATE OF TRESPASS. IF ANY DAMAGE OR DISTURBANCE OCCURS TO NEIGHBORING PROPERTIES, folding aluminum glass frame
#4 24"
RESTORE TO PREVIOUS EXISTING CONDITION AT NO ADDITIONAL COST TO OWNER.
10. OWNER'S PROPERTY: IF OWNER'S FURNISHINGS, DECORATIONS OR OTHER PERSONAL PROPERTY
ARE IN THE WAY OF THE NEW WORK, COORDINATE WITH THE OWNER FOR THEIR SAFE PROTECTION,
RELOCATION, OR REMOVAL FROM THE JOBSITE PRIOR TO THE START OF THE WORK.
11. TEMPORARY BARRIERS: PROVIDE TEMPORARY BARRIERS TO PROTECT BOTH EXISTING AREA AND
NEW WORK COMPLETED FROM DISTURBANCE, DUST, DIRT, DEBRIS OR OTHER DAMAGE. IF ANY
PIPES : PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE FOUNDATION NOTES:
SPECIFICALLY APPROVED BY THE ENGINEER. MAXIMUM PIPE SIZE SHALL BE 1/3 OF THE SLAB THICKNESS AND LOCATED AT
DISTURBANCE OR DAMAGE OCCURS, RESTORE TO PREVIOUS CONDITION AT NO COST TO THE OWNER. PROVIDE MIN. 8" CLEAR FROM WOOD FRAMING TO EARTH OR CONCRETE, UNLESS PRESERVATIVE- TREATED OR
THE MID DEPTH. MINIMUM SPACING SHALL BE 3 TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF
12. DEBRIS REMOVAL: MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATION OF
DECAY- RESISTANT FRAMING IS USED.
WASTE, DEBRIS AND RUBBISH CAUSED BY OPERATIONS. LEAVE THE JOBSITE CLEAN AND SECURE AT
THE END OF EACH WORKING DAY. REBAR GRADES : ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 AS ALL PERIMETER FOOTINGS SHALL EXTEND MINIMUM 18" BELOW LOWEST ADJACENT EXTERIOR GRADE. BUILDING
13. FINAL CLEANING: THE WORK INCLUDES FINAL CLEANING AT THE SITE INCLUDING THE BUILDING PAD PREPARATION AND FOOTING EXCAVATIONS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO
INTERIOR, EXTERIOR AND SITE. WIPE DOWN AND DUST ALL SURFACES, VACUUM OR MOP ALL FLOORS, #4 & SMALLER BARS .............. GRADE 40 CONCRETE PLACEMENT.
WASH AND POLISH GLASS, REMOVE ANY AND ALL PAINT SPOTS ON EXPOSED SURFACES AND REMOVE #5 & LARGER BARS ................ GRADE 60
ALL DEBRIS AND TRASH. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND CIVIL PLANS. REPORT ALL DISCREPANCIES
14. WARRANTIES: ALL WORK PERFORMED IS TO BE GUARANTEED AGAINST DEFECTS IN MATERIALS REBAR COVER : ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" ARE TO TO ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION.
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, CENTER OF STEEL. MINIMUM REBAR COVER FOR NON-PRESTRESSED CONCRETE SHALL BE AS FOLLOWS:
EXCEPT WHERE LONGER PERIODS ARE GIVEN BY PRODUCT MANUFACTURERS OR ELSEWHERE IN THE CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ANY EXTERIOR SLABS, SIDEWALKS, AND STOOPS
CONSTRUCTION DOCUMENTS. NEATLY ARRANGE ALL PRODUCT WARRANTIES, USER MANUALS AND MINIMUM NOT SHOWN ON THESE DRAWINGS.
TOLERANCES
OTHER PERTINENT MATERIALS AND PROVIDE THEM TO THE OWNER AT FINAL COMPLETION OF WORK. DESCRIPTION / CONDITION COVER + OR -
15. DOORS AND WINDOWS: THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DOOR AND
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR
WINDOW COORDINATION: CAST AGAINST AND
A.) REVIEW ALL ROUGH OPENING SIZES AND LOCATIONS WITH DRAWINGS AND WINDOW SUPPLIER AT
3" 3/8" TO CONSTRUCTION.
PERMANENTLY EXPOSED TO EARTH:
SITE PRIOR TO THE COMMENCEMENT OF WORK ON BOTH THE FOUNDATIONS AND THE ROUGH EXPOSED TO EARTH OR WEATHER PROVIDE 5/8" DIA. A307 ANCHOR BOLTS AT 48" O.C. MAX. TO CONCRETE AT MUDSILL. REFER TO DETAIL 4/S.21 AND
FRAMING. IMMEDIATELY NOTIFY OWNER AND DESIGNER OF ANY DISCREPANCIES BETWEEN OPENINGS 1-1/2" 3/8" SHEARWALL SCHEDULE FOR MORE INFORMATION.
N.O. 5 AND SMALLER BARS
SHOWN ON THE ARCHITECTURAL DRAWINGS AND THOSE AT THE FOUNDATIONS AND FRAMING AS 3/8"
N.O. 6 AND LARGER BARS 2"
DESCRIBED IN THE STRUCTUAL DRAWINGS. DEEPEN FOOTING EXCAVATION AS REQUIRED TO MAINTAIN MINIMUM 3" CLEAR CONCRETE COVER BETWEEN STEEL
B.) AT COMPLETION OF ROUGH FRAMING, REVIEW OPENINGS WITH DRAWINGS AND WINDOW SLABS ON GRADE 1-1/2" 1/4" AND SOIL AT EMBEDDED ANCHORS.

DESIGN STUDIO
SUPPLIER. SUBMIT COPY OF WINDOW ORDER TO OWNER FOR REVIEW PRIOR TO PROCEED IN WITH
ORDER. TOLERANCES FOR REBAR PLACEMENT : TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. ALL FASTENERS IN CONTACT WITH
C.) VERIFY WITH SUPPLIER THAT WINDOWS TO BE USED FOR EGRESS PURPOSES MEET THE MINIMUM REINFORCEMENT SHALL BE PLUS OR MINUS 2 INCHES EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS WHERE PRESERVATIVE TREATED LUMBER SHALL BE APPROVED SILICON BRONZE OR COPPER, STAINLESS STEEL OR HOT-
REQUIREMENTS SET FORTH IN THE BUILDING CODE. PROVIDE FIRE RATINGS AND TEMPERED GLAZING TOLERANCES SHALL BE PLUS OR MINUS 1/2" DIPPED ZINC COATED STEEL. ALTERNATE METHODS AND MATERIALS MUST BE SUBMITTED FOR REVIEW AND
AS REQUIRED BY THE DRAWINGS OR AS SET FORTH IN THE BUILDING CODE. APPROVAL PRIOR TO PERMIT ISSUANCE. INDICATES POST AND HOLDOWN AT FOUNDATION. SEE DETAIL INDICATES
CONCRETE QUALITY:
D.) COORDINATE INSTALLATION OF ALL EXTERIOR DOOR AND WINDOW ASSEMBLIES TO INSURE A PLYWOOD SHEARWALL- SEE DETAIL SEE SHEET SN1 FOR SHEARWALL SCHEDULE. INDICATES HARDYFRAME PANEL
WEATHER-TIGHT CONDITION. WITH A36 THREADED ROD ANCHOR BOLTS. SEE DETAIL
STRENGTH
CONCRETE USE: @28 DAYS SLUMP AGGREGATE SIZE AGGREGATE TYPE

T INDICATES POST AND HOLDOWN AT FOUNDATION. SEE DETAIL

POS
EXTERIOR WALKS
3000 4" 1/2" HARDROCK 4X6 U5
AND CURBS HD

SPREAD FOOTINGS 3000 4" 1/2" HARDROCK

VERTICAL LOADS - PSF:
SLAB ON GRADE 3000 4" 1/2" HARDROCK # INDICATES PLYWOOD SHEARWALL- SEE DETAIL
LIVE SEE SHEET SN1 FOR SHEARWALL SCHEDULE.
DESCRIPTION: DEAD (UNREDUCED) TOTAL CONTINUOUS FOOTINGS 3000 4" 1/2" HARDROCK

RESIDENTIAL FLOOR 15 40 = 55

ROOF 16 20 = 36
DESIGN SUMMARY :
GARAGE 15 40 = 55

SHEATHING NOTES:
Description Unit Provided Required Result CONTRACTOR RESPONSIBILITY NOTE:
1. ROOF SHEATHING TO BE MIN. 5/8" APA RATED 32/16 SPAN C/D-X PLYWOOD OR OSB SHEATHING WITH 8d COMMON
NAILS AT 6" O.C. EDGE NAILING, 12" O.C. FIELD NAILING, UNLESS NOTED OTHERWISE. FLOOR SHEATHING TO BE 3/4"
Slab Thickness THE CONTRACTOR RESPONSIBLE FOR THE MAIN LATERAL FORCE-RESISTING SYSTEM OR IT'S COMPONENTS SHALL SUBMIT
in 12 9.92 PASS APA RATED 48/24 SPAN C/D-X T&G PLYWOOD OR OSB SHEATHING GLUED AND NAILED WITH 10d COMMON NAILS AT 6"
BUILDING DESIGN: A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT OF O.C. EDGE NAILING, 12" O.C. FIELD NAILING, UNLESS NOTED OTHERWISE.
WORK CONTAINING THE FOLLOWING INFORMATION:
PER 2022 CBC, ASCE 7-16 Reinforcement in^2/ft 0.79 0.72 PASS DATE: 16/01/25
2. PROVIDE INSULATION, VENTILATION AND WATERPROOFING AT ALL NEW EXTERIOR WALL AND ROOF AREAS PER
SIMPLIFIED ALTERNATIVE STRUCTUAL 1. ACKNOWLEDGMENT OF THE AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF ARCHITECTURAL DRAWINGS.
DESIGN PROCEDURE. SPECIAL INSPECTIONS (AS LISTED ON SHEET SN1). SCALE: AS SHOWN
3.DOUBLE 2X TRIM POST W/ DBL. 2X KING STUD AT EACH END OF ALL BEAMS AND WALL OPENINGS OVER 6' IN LENGTH, DRAW BY: Q.M
2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION UNLESS NOTED OTHERWISE.
SEISMIC DESIGN CRITERIA: WIND DESIGN CRITERIA: DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.
STAMP:
I = 1.0, OCCUPANCY II PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND
BASIC WIND SPEED = 92 M.P.H. 3. 4.PROVIDE SIMPSON 'LUS' HANGER AT 2X FRAMING, U.N.O.
FREQUENCY OF REPORTING AND THE DISTRIBUTION OF REPORTS. PROVIDE SIMPSON 'MIT' HANGER AT I-JOISTS, U.N.O.
Ss = 1.694 S1 = 0.6 EXPOSURE B, I = 1.0, PROVIDE SIMPSON 'HGUS' HANGER AT PSL BEAM, U.N.O.
4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSONS EXERCISING SUCH CONTROL AND THEIR POSITION WITHIN
SITE CLASS: DEFAULT SDs = 1.355 OCCUPANCY II λ = 1.0 THE ORGANIZATION. 5. 4X OR 6X POSTS SHALL BE PROVIDED WHERE SHOWN ON PLANS. POST SHALL BE CONTINUOUS TO FOUNDATION.
SPECIES: DOUGLAS FIR LARCH BENDING SHEAR COMPRESSION MODULUS
PLYWOOD SHEAR PANEL WOOD FRAMING FOR STRUCTURES 30' OR LESS PARALLEL PARALLEL TO OF 6. PROVIDE (16)- 16d NAILS EACH SIDE OF DBL. TOP PLATE SPLICE (TYP.)
TO GRAIN GRAIN ELASTICITY *

PRIMARY USAGE SIZE GRADE Fb Fv Fc E

STUDS, JOISTS 7. INDICATES STRAPPED SHEARWALL AT WALL OPENING

SN01 GENERAL NOTE 2X9" STUD 700 95 850 1.4
SN02 GENERAL NOTE AND RAFTERS
2X6 & UP DF#2 900 95 1350 1.6 INDICATES PLYWOOD SHEARWALL Exp Date: 09/24/2025
S-01 STRUCTURAL PLANS #
SD01 STRUCTURAL DETAILS SAWN BEAMS 6X12 DF#1 1000 85 1350 1.6 8. PROVIDE TYPE PLYWOOD SHEATHING AND NAILING AT ALL NEW EXTERIOR WALLS, UNLESS NOTED OTHERWISE.

SAWN BEAMS 6X & UP DF#1 1350 85 925 1.6

6
SAWN POSTS 4X4 & UP DF#1 1200 95 1000 1.6 JOB NO:
MANUFACTURED LUMBER PRODUCTS
DRAWING NO:
BEAMS ALL PARALLAM PSL 2.0E 2900 290 2900 2.0 9. SEE SN1 FOR SHEARWALL SCHEDULE
(PLYWOOD MAY BE APPLIED TO EITHER SIDE OF WALL FRAMING.)
BEAMS/JOISTS ALL MICROLAM LVL 1.9E 2600 285 2510 1.9
PROVIDE ST6236 STRAP AT BEAM OR RAFTER TO TOP PLATES, WHERE INDICATED
BEAMS/JOISTS ALL TIMBERSTRAND LSL 1.5E 2250 400 1950 1.5
ST6224
* MULTIPLY ALL "E" VALUES BY 1,000,000 TO OBTAIN UNITS OF PSI. SN01
CENTER STRAP AT SPLICE
 SHEAR WALL SCHEDULE HANGER SCHEDULE
1 2

REVISION
ID DATE BY

SHEAR WALL SCHEDULE HANGER SCHEDULE

MATERIAL PANEL NAILING S.P.N. CAPACITY
SYM. JOIST TO WOOD BEAM
3/8" W.S.P (RATED SHT'G) 8d @ 6" oc E.N.
6 16d @ 6" oc 260 PLF
SPAN RTN'G: 24/O 8d @ 12" oc E.N.

CL OF MUD SILL
3/8" W.S.P (RATED SHT'G) 8d @ 4" oc E.N. A35 CLIP
4 16d @ 4" oc 350 PLF JOI
SPAN RTN'G: 24/O 8d @ 12" oc E.N. ST

GENERAL NOTE
EN JOIST
3/8" W.S.P (RATED SHT'G) 8d @ 3" oc E.N. ANCHOR
3 16d @ 3" oc 490 PLF BOLT (6) HANGER
SPAN RTN'G: 24/O 8d @ 12" oc E.N. HANGE
SHEAR WALL
# SUPPORT R
MUD SILL SUPPORT
3/8" W.S.P (RATED SHT'G) 8d @ 2" oc E.N.
2 16d @ 2" oc 640 PLF
SPAN RTN'G: 24/O 8d @ 12" oc E.N.
TYPICAL FASTENERS SKEWED AND/OR FASTENERS
LTP4 OVER JOIST SIZE
RAFTER OR HANGER INTO SUPPORT SLOPED HANGER INTO SUPPORT
TOP OF PLY BLKG
2"x9" LUS210 8-10dx1-1/2" U210 10-10dx1-1/2"
# 11-7/8x2-1/2 I-JOIST IUT312 14-16d U310 14-10dx1-1/2"
SHEAR
1. S.P.N = SOLE PLATE NAILING; USE BOX NAILS or SINKER NAILS AT SPACING SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN WALL 11-7/8x3-1/2 I-JOIST IUT412 14-16d U410 14-10dx1-1/2"
A B 14x3-1/2 I-JOIST IUT414 14-10dx1-1/2" U414 16-10dx1-1/2"
2. ALL EDGES SHALL BE BLOCKED.
3. A 3" NOMINAL FRAMING MEMBER or (2) 2x FRAMING MEMBER AS SHOWN ON DET.18 ON THIS SHEET SHALL BE USED AT ALL FRAMING
MEMBERS RECEIVING EDGE NAILING FROM ABUTTING SHEAR PANELS. ALL PLYWOOD PANEL EDGE NAILING SHALL BE STAGGERED.
4. PERIODIC SPECIAL INSPECTION REQUIRED FOR SHEAR WALL FASTENERS & COMPONENTS (UNLESS EXEMPTED). SEE SPECIAL 1. PROVIDE AND INSTALL NAILS INTO JOIST PER HANGER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES TO ACHIEVE MAXIMUM VALUES AS SPECIFIED BY MFR.
INSPECTION TABLE IN STRUCTURAL GENERAL NOTES.
2. TYPICAL HANGERS MAY BE USED UP TO 5° SKEW AND/OR 1/2":12 SLOPE. OTHERWISE PROVIDE SKEWED AND/OR SLOPED HANGERS.
5. 3" P.T. NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATE (1st) FLOOR.
3. SEE DETAIL 4 ON THIS SHEET FOR TYPICAL ATTACHMENT OF NAILERS AND BACKER BLOCK TO WIDE FLANGE BEAMS.
NOTES:

a. W.S.P. INDICATEDS WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS SHALL CONFORM TO PRODUCT STANDARD PS 2-92.

3367 Cardin Ave,San Jose, CA 95118

DETACHED ADU
b. NAILS FOR WOOD STRUCTURAL PANELS TO BE COMMON or GALV. BOX GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED.
c. NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING.

d. ALL EDGE NAILING AT TOP PLATE SHALL BE TO UPPER TOP PLATE. STAGGERING OF NAILS TO FRAMER'S PLATE IS NOT ACCEPTABLE
A35 CLIP
e. PROVIDE EDGE NAILING TO POSTS AT HOLDDOWN LOCATIONS.
f. USE 2x STUDS @ 16" OC AT ALL SHEAR WALLS, U.N.O. NOTES:

g. SEE FOUNDATION PLANS FOR ANCHOR BOLDT SIZE AND SPACING

BLKG OR JOIST LTP4 CLIP #

SHEAR WALL
C D

DATE: 16/01/25
SCALE: AS SHOWN

DRAW BY: Q.M

STAMP:

Exp Date: 09/24/2025

JOB NO:

DRAWING NO:

SN02
 9'-9"
9'-0" 1'-6"
2'-2"

1'-6"
3 3

9"
2"

3'-0"
REVISION

9"
DECKING ID DATE BY
2"X9" JOISTS
6"X12" WOODEN BEAM

18x24 deep footer

6'-0"
w w

1'-0"
15'-7"

14'-1"
6"

SCREW HOLDER

1"CUFF FOR JOISTS

WALL COVER

GENERAL NOTE
11'-2"

1'-6"
BEAM COLUMN JOINT
2 2

EXISTING HOUSE
43'-0"
w w

15'-8"

14'-2"
8'-9"

w w
58'-4"

3367 Cardin Ave,San Jose, CA 95118

DETACHED ADU
18"x18" base plate
1'-6"

6"x6" metal column

4'-3"

1 stiffener 1
stiffener
base plate
anchor bolts

18x24 deep footer 18x24 deep footer

8'-0"

A A
DATE: 16/01/25
SCALE: AS SHOWN

DRAW BY: Q.M

STAMP:
16'-5"

STRUCTURE PLAN
Exp Date: 09/24/2025

JOB NO:

DRAWING NO:

MAIN FLOOR PLAN UPPER FLOOR PLAN

& FOUNDATION SN03
 STANDARD HOOK DIMENSIONS H90°
NOTE: BAR MIN.
PROVIDE (16) - 16d NAILS PROVIDE ANCHOR BOLTS AT MAX. 4'-0" O.C. AT ALL EXTERIOR WALLS SIZE PIN DIA. MIN H90 MIN. H180
H180°
EACH SIDE OF BREAK IN TOP AND ALL INTERIOR BEARING AND SHEARWALLS. SEE SHEARWALL
PLY TYP 16d SINKERS OR SCHEDULE, SHEET SN1 FOR ANCHOR BOLT SPACING AT SHEARWALLS. # 3 2-1/2" 4-1/2" 2-1/2" PIN
PLATE (TYP.)
SHORT NAILS #4 3" 6" 2-1/2" DIA.
WHERE OCCUR @ 16" O.C. MIN. BREAK IN
TOP PLATE PROVIDE 5/8" DIA. X 10" A.B.'S AT 2X SILL PLATE #5 3-3/4" 7-1/2" 2-1/2"
TYP. U.N.O. 4'-0" MIN. PIN
FRAMING PROVIDE 5/8" DIA. X 12" A.B.'S AT 3X SILL PLATE
DIA.
MEMBER STANDARD STANDARD
TYPICAL BENDS 90° HOOK 180° HOOK
MIN DISTANCE
BETWEEN BOLTS MIN. END DISTANCE
10d @ 12" OC, TO WOOD
MIN EDGE DISTANCE SQUARE PLATE WASHERS
STAGGERED BREAK IN H90°
LOWER
TO CONCRETE TIE AND STIRRUP DIMENSIONS H135°
PLATE MIN EDGE DISTANCE
BAR MIN.
10d @ 12" OC (SPLICE WALL STUDS TO WOOD SIZE PIN DIA. MIN. H135
MIN. H90
PER PLAN
NAILING PIN
NOT REQ'D) REVISION

3/4" MAX
#3 1-1/2" 3" 3" PIN

1/4" CLR
DIA. PIN PIN
BEAM ABV. #4 2" 3" 3" DIA. DIA.
DIA.
#5 2-1/2" 3-3/4" 3-3/4" ID DATE BY
TIE & STURRIP TIE & STURRIP
TYPICAL BEND 90° HOOK 135° HOOK
10d NAIL @ 16" OC EQUAL EQUAL ST6224 STRAP FOUNDATION
IN SLOTTED HOLE TOP PL AT PLATE BREAK. PLAN VIEW, MULTIPLE TOP BARS
FULLY NAIL STRAP W/
1/4" CLR TO T&B 16d SINKER OR 10d

LAP
STAGGERED STUDS COMMON NAILS
LAP LAP

NOTE: STRAP IS TO BE
BAR SIZE LAP
APPLIED TO TOP OF
TOP PLATES MINIMUM #4 24"
ANCHOR MIN. EDGE SQUARE #5 30"
STUD WALL MAXIMUM END MINIMUM END DISTANCE
DISTANCE WASHER SIZE

STRUCTURAL DETAILS
BOLT DISTANCE DISTANCE BETWEEN #6 36"
A PARTITION PARALLEL TO SIZE TO CONC. TO WOOD BOLTS SIDE THICKNESS
REINFORCING CORNER BARS
TO MATCH
BEAM TOP CONNECTION 5/8" 12" 4-3/8" 1-7/8" 1" 3" 3" MIN. 0.229" PER PLAN
HORIZ. REINF.

CORNER INTERSECTION ALT. CORNER

2x BLKG
@ 24 OC MAX TYPICAL TOP PLATE SPLICE TYPICAL MUDSILL ATTACHMENT TYP. REINFORCING BENDS
7 4 1
FRAMING MEMBER NOTE: THESE DETAILS APPLY ONLY TO 2X SOLID SAWN FRAMING SIMPSON ST6224 (U.N.O.) 6"x6" metal column
A34 EACH SIDE
PLATE CUT OF BEAM DOUBLE TOP PLATE
6/10 MAX. STUD THROUGH
WIDTH BORE FOR PIPE OR VENT

10d @ 16" OC D SIMPSON A34

stiffener
EACH SIDE BEAM PER PLAN
IN SLOTTED HOLE,
1/4" CLR, T&B, (1) 16d SINKER OR SHORT
4/10 D MAX. PLATE NAIL FOR EACH 2" OF BEAM base plate
STAGGERED WIDTH NOTCH NOTCH OR BORE THROUGH PLATES SIMPSON FHA SERIES STRAP DEPTH, ON EACH SIDE OF
@ EACH PLATE ON EACH SIDE
BEAM
TOP PL D
SPAN DOUBLE TOP PLATE
1/3 SPAN 1/3 SPAN 1/3 SPAN
5B 1/4 D MAX. STUD
STUDS PER WIDTH NOTCH 2" CLR.
- D D/3 MAX. BORE SIMPSON A34 EACH SIDE
2" CLR.
SIMPSON ST6224, U.N.O. BEAM PER PLAN
2xD MIN.
(ALT. LOCATION @ SIDE OF
PLATE) (1) 16d SINKER OR SHORT
BORE THROUGH 2X JOIST
PARTITION PARALLEL TO JOIST, DIRECTLY

3367 Cardin Ave,San Jose, CA 95118

5/8" MIN. NAIL FOR EACH 2" OF BEAM
DEPTH, ON EACH SIDE OF

DETACHED ADU
B 1/3 SPAN 1/3 SPAN 1/3 SPAN BEAM
UNDER JOIST TOP CONNECTION EQUAL TO 'D'
18"x18" base plate
D/3
D/6 BEAM PER PLAN
D 1 SIMPSON A34 EACH SIDE
1 D/6

4/10 D MAX. STUD DOUBLE TOP PLATE

stiffener
WIDTH BORE
NOTCH THROUGH 2X JOIST
NOTE: NOTCH AND BORE NOT
TO OCCUR ON SAME STUD NOTE:
WITHIN 4ft OF EACH OTHER MIN. (2) 16d SINKER
1. NOTCH MAX. 1/3D WITHIN 'D' OF SUPPORT ON TOP SURFACE. TOENAILS @ E/S. anchor bolts
2. ONLY NOTCH MAX. 1/6D WITHIN OUTER 1/3 OF SPAN.
NOTCH OR BORE THROUGH STUDS 3. NO NOTCHES OR BORINGS MAY BE MADE WITHIN MIDDLE 1/3 OF SPAN, NOR
MAY BOTH TOP AND BOTTOM SURFACES BE NOTCHED WITHIN SAME 1/3 OF SPAN. MIN. 4X POST
U.N.O. ON PLAN

10 TYPICAL NON-BEARING TOP CONNECTION8 8 ALLOWABLE NOTCHES IN FRAMING 5 TYPICAL BEAM SUPPORT 2 steel column details

POST ABOVE, WHERE WALL ABOVE, WHERE

OCCURS WITH L50 OCCURS WITH L50
EACH EACH
SIDE TO SILL PLATE SIDE TO SILL PLATE
PROVIDE SQUASH BLOCK PROVIDE SQUASH BLOCK
SAME SIZE AS POST SAME SIZE AS WALL
UNDER (E.) FLOOR SYSTEM PER PLAN UNDER (E.) FLOOR SYSTEM PER PLAN
POST ABOVE WALL ABOVE
DATE: 16/01/25
TYP STUDS &
16'-5" SPACING
SCALE: AS SHOWN
6'-0" 11'-2" 8'-9" 4'-3" 8'-0" 2x9 @ 24" C/C
2X BLOCKING WITH L70 2X BLOCKING WITH L70
3'-9" w AT 16" O.C. AT 16" O.C. DRAW BY: Q.M
w
FLOOR 6X6 PRESSURE TREATED FLOOR 2"X9" PRESSURE TREATED STAMP:
GIRDER POST GIRDER WALL
PER PLAN (NOTE: POST MAY BE PER PLAN (NOTE: POST MAY BE
OMITTED OMITTED
PC CAP PC CAP
WHERE CONCRETE WHERE CONCRETE
10" SQUARE 10" SQUARE
1'-6" MIN. PEDESTAL 1'-6" MIN. PEDESTAL
OR ROUND OR ROUND
HEADER CLEAR EXTENDS TO BOTTOM OF CLEAR EXTENDS TO BOTTOM OF
HEADER HEADER PEDESTAL FLOOR GIRDER) PEDESTAL FLOOR GIRDER)
S S S
'PB' POST BASE 'PB' POST BASE

18" MIN.
(N.) PAD FTG.
Exp Date: 09/24/2025

#4@3" c/c
6'-0"
(3) #4, EA. W.
24" MIN. JOB NO:
CONC FLOOR WOOD FLOOR DRAWING NO:
A
NON-BEARING PARTITION WALLS B STRUCTURAL WALLS CONDITION CONDITION

SD04
9 TYPICAL WALL FRAMING 6 TYP. UNDERPIN FOOTING 3 TYPICAL PAD FOOTING