APPROVED BLD2023-0886+Architectural Plans+7.15.2023_12.42.13_PM+3667757EXISTING STRUCTURE
1
I
\ I � 4,_0•,
N N
GRAPHIC XAI.F IrFEn
n 1 2 4
K
3'-6"
6" 6"
OUTLINE OF
DECK ABOVE
f
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
I
APPROVED
I
PLANS MUST BE
ON JOB SITE
I c
I....................
------------ J Hardwareand fasteners in contact with
— I preservative -treated wood shall be of
i hot -dipped zinc galvanized steel, I
stainless steel, silicon bronze or copper.
In the absence of manufacturer's
5•_6•• I recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or I
R>• I equivalent, shall be used.
IRC 11317.3.1 IBC 2304.10.5.1
l_._._._._._._._._._..
FOUNDATION PLAN
SCALE: 1/4" = V-0"
NOTES:
VERIFY FOOTING DEPTH MEETS or EXCEEDS LOCAL
CODES FOR FROST. ENGINEER CALCULATES
MINIMUM DEPTH = 24"
• VERIFY MINIMUM SOIL BEARING >_ 1500 PSF
• ALL FOOTINGS SHALL BE NEW CONSTRUCTION (UNO).
• STAIRS OPTIONAL. STAIRS SHALL HAVE A CLEAR
AREA LANDING AT BOTTOM AS WIDE AS THE STAIR &
36" MIN. IN DIRECTION OF TRAVEL.
City Of Edmonds
Building Department
___________________________
Works DECK
Address 22014 92ND AVE W
L- _MATHIEU ---____-_-_ Owner�_
Approved Dates 08/16/2623 _ _ _ _ _ _ _ _ _ _ _ _
Building Official' Erit, C._A_H_'(YX
I - - - - Permit NumberBLD2023-0886
9%
A0000Tk
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P:919.844.6050 extI
E: decks(Pdansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
MOM
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W W
5CZ
CZ cV ''�o
r" C;\ ?oi
V' 0O
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CODES, DESIGN LOADS, BASIC WIND, AND SNOW LOAD:
DCSI'E a: 23-D-036
WA: 2018 INTERNATIONAL RESIDENTIAL CODE w/ WASHINGTON
AMENDMENTS.
Drawn By: ACS
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
Revision History:
STRUCTURES, ASCE 7-10 (UNLESS ASCE 7-05 or 7-16 SPECIFIED PER
CODE).
X For Construction
LIVE LOAD: 60 PSF
DEAD LOAD: 10 PSF
_ Not for Construction
DL+LL: 70 PSF
BASIC WIND SPEED: 110 MPH
Sheet
SNOW LOAD (g): UP TO 40 PSF
S-1 of 16
"A
18'-0"
FRAMING INFO:
n
A
t
POSTS ARE TO BE: 4.6 PT
-
St
L-
except: 6x6 PT @ SPLICES
EXISTING
STRUCTURE
'FLOOR JOISTS TO BE: 2x10 PT @ 16"
O.C.
LEDGER TO BE: 2x10 PT LEDGER
4
BEAMS TO BE: (2) 2x10 PT DROPPED
in
1L
USP JUS210-2TZ
GIRDER (TYP UNO)
DOUBLE HANGER (I'YP UNO)
II II
FLOOR JOIST HANGERS TO BE:
11 O
11 Ill
II II II
@ RIM JOISTS:
2x12 PT STAIR BOARD NEXT
USP JL210IF-TZ INVERTED
USP CSH-TZ STRINGER
3
TO 2x10 PT @ STAIRS (TYP)
FLANGE (TYP UNO)
HANGER (TYP)
2x12 STAIR STRINGER
❑
@ ALL OTHER JOISTS
USP JL210-TZ HANGER (TYP
O.C.
@ 9" O(UNO PER N-2)
❑ a O
UNO)
ADD HANDRAILS'
U
(511EF.T W-6) and/or POSTS
11
IMI k
ON SIDES OF STEPS
4'-0"
NOTES:
13'-0"
FRAMING PLAN
SCALE:1/4" =1'-0"
GUARDRAIL POST - SEE
SHEET (C-7, T-7o, or T-7c)
(T
YP)
PICKET SHEET W-6
(TY )
200 PT BAND
BOARD (TYP UNO)
USP RT7A-TZ PER
DETAIL 1/I'-1C (I-YP)
• FRAMING MATERIAL (UNO): PT SYP x2
• GRADE to TOP OF DECKING MAX. DECK HEIGHT. 9'-2"
• IT IS ACCEPTABLE TO USE LUMBER LARGER THAN SPECIFICATION.
• POSITION ALL GIRDER SPLICES OVER 6x6 POST. ALL POSTS SHALL BE CONTINUOUS U.N.O.
• IF USING COMPOSITE DECK MATERIALS, SEE SHEET N-2 FOR SPACING ADJUSTMENTS.
• GUARDRAILS REQUIRED FOR DECKS 230" ABOVE GRADE.
• ACCEPTABLE TO MAKE OUTER BAND BOARD FLUSH w/ TOP OF DECKING, PER
HOMEOWNER REQUEST.
• NOT SHOWN - AESTHETIC FASCIA FINISH OPTIONAL & PER HOMEOWNER ORDER.
• NO DEVIATIONS FROM THESE "SER" SEALED PLANS WITHOUT PRIOR WRITTEN APPROVAL.
• ONLY THE MOST RECENT SEALED PLANS ARE VALID; GC SHALL FOLLOW REVISION
SPECIFICATION.
GRAPHIC SCALE(FEM
0 1 2 3 4
99�
*00
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decks@dansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
S-2 of 16
Stairs to have a
grippable handrail on
at least one side.
5'4" 13'-0"
I
FRONT DECK SKETCH
SCALE: 1/4" = V-0" ELEVATION VIEW
NOTES:
• ELEVATIONS ARE ILLUSTRATIONS BASED ON DATA PROVIDED.
INSTALLER SHALL VERIFY ACTUAL SITE CONDITIONS.
• RAILINGS & PICKETS DESIGN MAY VARY PER HOMEOWNER
REQUEST. REFER TO DETAIL SHEETS FOR ALLOWABLE DESIGNS.
jC 9'-2"
MAX. DECK HT
99:
Om
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decksvdansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE +: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
E-1 of 16
DESIGN LOADS: GENERAL NOTES:
1. BUILDING CODES 1. IMPORTANT. CONTRACTOR IS TO READ ALL NOTES AND REVIEW ALL dIAE03
DETAILS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR Daniel C. Smith, PE
1.1 WA: 2018 INTERNATIONAL RESIDENTIAL CODE w/ WASHINGTON RESPONSIBLE FOR VERIFYING LOCAL FROST DEPTH AND VERIFYING THAT Consulting Engineer
AMENDMENTS. THE FOOTING DEPTH NOTED ON THE DRAWINGS ARE ADEQUATE. IF LOCAL 5068 Isabella Cannon Dr
1.2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SHALLOW THAN WHAT IS SPECIFIED ON THE Raleigh, NC 27612
STRUCTURES, ASCE 7-10 (UNLESS ASCE 7-05 or 7-16 SPECIFIED PER DRAWINGS, CONTRACTOR TO GO BY DEPTH ON DRAWINGS.
CODE). P: 919.844.6050 ext 1
2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS E: decksadansmith e.com
2. DESIGN CRITERIA THE STRUCTURAL ENGINEER OF RECORD ("SER") FOR THIS PROJECT. NO RESIDENTIAL
OTHER PARTY MAY REVISE, ALTER, OR DELETE ANY STRUCTURAL ASPECTS
2.1 UNLESS OTHERWISE NOTED ON SHEET S-2 (aka LARGE LOADS on OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF
FRAMING PLAN), NO HOT TUBS, SPAS, SAUNAS, BRICK/MASONRY DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER". ATTACHED
FIRE PLACES, BARBECUE PITS, ETC., ARE TO BE SUPPORTED ON THE DECK
DECK STRUCTURE. 3. "SER" IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR
TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS
2.2 LIVE LOAD: 60 PSF STRUCTURE. "SER" WILL NOT BE HELD RESPONSIBLE FOR THE
2.3 DEAD LOAD: 10 PSF CONTRACTOR'S FAILURE TO CONFORM TO THE CONTRACT DOCUMENTS,
2.4 DL+LL: 70 PSF SHOULD ANY NON -CONFORMITIES OCCUR.
2.5 BASIC WIND SPEED: 110 MPH
2.6 SNOW LOAD (g): UP TO 40 PSF 4. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY
2.7 EXPOSURE C OF "SER". CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOR RECEIVED
2.8 WIND IMP. FACTOR 0.87 (ASCE 7-05) ACCURACY BEFORE CONSTRUCTION BEGINS.
RISK CATEGORY I (ASCE 7-10) Jul 26 2023
OFEDMONDS
2.7 CHECKED LOAD FOR COMBINATIONS: DL + WL (75%) 5. THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL DEVELOPMENT SERVICES
2.8 CHECKED LOAD FOR COMBINATIONS: DL - WL (UPLIFT) APPLICABLE SECTIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND DEPARTMENT
ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED.
3. DESIGN NOTES
3.1 WHERE THE SNOW LOAD (g), DETERMINED BY LOCAL
ENFORCEMENT AGENCY, EXCEEDS 40 PSF, DECK HAS BEEN
DESIGNED TO ACCOUNT FOR INCREASED LOADS.
TERMINOLOGY SYMBOLS
GIRDER aka BEAM 0 DIAMETER
BAND BOARD aka RIM JOIST or 'W DETAIL NUMBER
SKIRT BOARD or "s" SHEET NUMBER
RIM PLATE
RIM JOIST OUTER -MOST JOIST or /C CROSS BRACING
JOIST w/ RIM TRACK
ABBREVIATIONS
APPROX. APPROXIMATELY
EQUIV. EQUIVALENT
FJ
FLOOR JOIST
FTC
FOOTING
GALV.
GALVANIZED
H.D.
HOT DIPPED
HDG
HOT DIPPED GALVANIZED
OPT.
OPTIONAL
PT
PRESSURE TREATED
R.S
RING SHANK
SIM.
SIMILAR
S.S.
STAINLESS STEEL
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
V.I.F.
VERIFY IN FIELD
6.
NO DECK ATTACHMENT ALLOWED TO HOUSE BAND ON SECOND FLOOR, or
HIGHER, THAT IS ON A CANTILEVERED OVERHANG.
0
N
7.
INSTALL EITHER GALVANIZED OR VINYL FLASHING BETWEEN THE DECK
C)
AND HOUSE PER CODE REQUIREMENTS.
OD
8.
STAIRWAYS SHALL HAVE A NEW OR EXISTING LIGHT SOURCE LOCATED IN
r+
�
THE IMMEDIATE VICINITY OF THE TOP OF EXTERIOR STAIRS. LIGHT SHALL
OPERATE EITHER WITH CONTINUOUS ILLUMINATION, BY AUTOMATIC
+�+
`fit
CONTROL (E.G., MOTION DETECTION), OR WITH A SWITCH INSIDE THE
DWELLING. [2012 IRC R303.7 or EQUIVALENT CODE PER STATE]
9.
ALL SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND
WHERE APPLICABLE. DETAILS APPLY ONLY TO EXACT CONDITIONS
f-1
SHOWN. DETAILS ARE NOT TO BE MODIFIED FOR SIMILAR CONDITIONS,
O
EXCEPT DETAILS MAY BE MIRRORED TO MATCH FIELD CONDITIONS.
10.
DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER" ASSUME NO
O
LIABILITY FOR DETAILS ADAPTED TO SIMILAR CONDITIONS.
U
(V
w
11.
DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER" ASSUME NO
LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL PROVIDE
DCSPE ✓<:
23 D-036
FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE AND
Drawn By: ACS
METHODS.
Revision History:
12.
OWNER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE
X For Construction
WITH EGRESS PATHWAYS, ELECTRICAL CLEARANCES, WINDOW GLAZING,
ETC. or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS
Not for Construction
APPROPRIATE TO MEET LOCAL CODE.
She�eTt
13.
THESE PLANS ARE VALID FOR PERMITTING WITHIN 12 MONTHS OF THE
SEAL DATE.
-1
1 V
of 16
FOOTINGS & CONCRETE
1. WARNING: IDENTIFY UNDERGROUND UTILITIES BEFORE DIGGING.
OWNER/CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY
ENGINEER IF DIFFERENT.
2. FOOTINGS SHALL BE PLACED ON FIRM NATURAL OR COMPACTED FILL.
FOOTINGS MUST BE SET ON NON -FROST SUSCEPTIBLE SOILS. THE
FOUNDATION IS BASED UPON AN ASSUMED NET SOIL BEARING CAPACITY
OF 1500 PSF.
3. FOOTING DEPTH SHALL BE AS SPECIFIED ON FOOTING DETAILS.
4. NO CONCRETE SHALL BE POURED ON TOP OF or NEXT TO ANY SUB -GRADE
CONTAINING WATER, ICE, FROST, OR LOOSE MATERIAL.
CONCRETE SHALL HAVE NORMAL WEIGHT AGGREGATE AND A MINIMUM
COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 PSI.
6. CONCRETE TO CURE (3) DAYS MINIMUM PRIOR TO BEGINNING
CONSTRUCTION OF DECK.
STAIR TREAD MATERIAL
1. STAIR STRINGERS SPACED >12" O.C. SHALL ALWAYS USE DIMENSIONAL
LUMBER FOR TREADS.
2. IF COMPOSITE TREADS ARE TO BE INSTALLED, NOW or IN THE FUTURE,
THEN STRINGERS SHALL BE 12" O.C. MAXIMUM (UNO BY COMPOSITE
MANUFACTURER). STAIR FRAMING MAY REQUIRE MODIFICATION IF
CHANGING FROM DIMENSIONAL LUMBER TO COMPOSITE TREAD
MATERIAL.
Wn nD FRAMING
COMPOSITE DECKING (TREX, CHOICEDEK or SIMILAR):
1. READ AND FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS AND
INSTALLATION INSTRUCTIONS. REDUCE JOIST SPACING AS/IF REQUIRED.
2. COMPOSITE DECKING CANNOT BE USED FOR STRUCTURAL APPLICATIONS.
USE SPECIFIED STRUCTURAL MATERIAL FOR FRAMING AND JOISTS. INSTALL
JOIST LUMBER PER MANUFACTURER'S SPACING RECOMMENDATIONS.
3. PROVIDE GAP BETWEEN COMPOSITE DECKING BOARDS AS SPECIFIED BY
MANUFACTURER FOR AIRFLOW.
4. USE #7 x 2Y4" S.S. TRIM HEAD or #8 x 2,Vi' PRIMEGUARD TEN® SCREWS, or
SCREWS AS SPECIFIED BY COMPOSITE MANUFACTURER TO FASTEN ONLY
DECK BOARDS.
5. FOR FACE ATTACHMENT, FASTEN DECK BOARDS w/ (2) FASTENERS PER
JOIST. ALIGN BUTT ENDS OVER MIDDLE OF JOIST AND PRE -DRILL ANGLED
HOLE INTO JOIST. ALTERNATIVELY, SISTER 2x4 NAILER BOARD TO JOIST
UNDER BUTT JOINT w/ (2) GRIP -RITE #9 x 3" HDG NAILS AND INSTALL DECK
BOARD FASTENERS @ 90' ANGLE INTO 2x4 NAILER.
6. FOR CONCEALED ATTACHMENT, VERIFY METHOD APPROVED FOR PROJECT
APPLICATION (e.g., SEISMIC LOCATION). USE NUMBER AND LOCATION OF
START CLIPS AND CONNECTOR CLIPS AS SPECIFIED BY MANUFACTURER.
7. STAIRS TREADS CONSTRUCTED OF COMPOSITE MATERIALS REQUIRE
STRINGERS SPACED 12" O.C. MAXIMUM (UNO BY MANUFACTURER).
STRINGERS SHALL BE 9" O.C. WHEN USING TREX BRASILIA, CONTOURS, AND
ESCAPES DECKING (UNO BY MANUFACTURER).
8. ATTACHMENTOF COMPOSITE POSTS AND RAILINGS VARY WITH STYLE AND
MANUFACTURER. FOLLOW MANUFACTURER INSTRUCTIONS CAREFULLY.
1. SOLID SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED IN THE
NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION" LATEST EDITION (NDS). THE FRAMING SHALL BE OF THE SPECIES AND
GRADE AS SPECIFIED.
2. ALL LUMBER SHALL BE "PRESSURE" OR "PLUS PRESSURE" TREATED LUMBER OR EQUIVALENT
3. PRESERVATIVE RETENTION OF ALL FRAMING MEMBERS SHALL BE AS LISTED BELOW:
3.1 ABOVE GROUND: .25 LBS/CU. FT
3.2 GROUND CONTACT: .40 LBS/CU. FT
4. GIRDERS or OTHER FRAMING CONTAINING MULTIPLE PLIES OF LUMBER SHALL HAVE EACH
PLY ATTACHED TO THE ADJACENT PLY w/ (3) GRIP -RITE #9 x 3" HDG NAILS V 12" O.C.
5. UNTREATED POST, PRIMED & PAINTED w/ COAL TAR EPDXY FOR CONTACT WITH GROUND
MAY BE SUBSTITUTED FOR PRESSURE TREATED POST.
6. SOME REGIONS REQUIRE A FIRE TREATED LEDGER BOARD FOR ATTACHED DECK. GC TO
CHECK LOCAL REGULATIONS.
7. APPLY IN -FIELD PRESERVATIVE TREATMENT TO CUT ENDS OF ALL PRESSURE TREATED
LUMBER.
,go; 88S
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: deckseodansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
N-2 of 16
FASTENER NOTES
1. ALL CONNECTORS SHALL BE APPROVED FOR USE WITH
ACQ (or EQUIVALENT) PRESSURE TREATED LUMBER.
2. BOLTS, NUTS & WASHERS SHALL BE HOT DIPPED GALVANIZED PER ASTM A153
CLASS D. INSTALL BOLTS 2" MINIMUM FROM END. BOLT HOLES SHALL BE Y16'
MAXIMUM LARGER THAN BOLT DIAMETER.
3. LAG SCREWS SHALL BE HOT DIPPED GALVANIZED, AND CONFORM TO ANSI/ASME
STANDARD B18.2.1-1981. HOLE FOR THE THREADED PORTION SHALL HAVE A
DIAMETER EQUAL TO 70% OF THE SHANK DIAMETER, AND A LENGTH EQUAL TO
AT LEAST THE LENGTH OF THE THREADED PORTION. DO NOT INSTALL
THREADED PORTION OF SCREW BY DRIVING WTIT-I A HAMMER.
4. ALL NAILS AND SCREWS IN CORROSIVE ENVIRONMENTS (e.g., WITHIN 2 M1LES OF
SALT WATER) SHALL BE STAINLESS STEEL. SEE SUBSTITUTION SCHEDULE.
5. ALL NAILS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 (UNO). HANGER
NAILS SHALL PENETRATE WOOD 1Y2" MINIMUM.
6. ALL SCREWS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 (UNO).
7. LAG SCREWS (e.g., LedgerLOKp) ARE NOT ALLOWABLE SUBSTITUTIONS FOR
BOLTS PER CODE (TYP).
CORROSIVE ENVIRONMENT FASTENERS
IN CORROSIVE AREAS, USE THE FOLLOWING
SUBSTITUTION FOR FASTENER INDICATED IN DETAILS.
DETAIL SPECIFIES -
SUBSTITUTE -
GRIP -RITE #9 x 1Y2" HDG NAILS
GRIP -RITE #13 x 2" S. S. NAILS
GRIP -RITE #9 x 3" HDG NAILS
GRIP -RITE #13 x 2" S. S. NAILS
GRIP -RITE #9 x 3Y4" HDG NAILS
GRIP -RITE #8 x 3Y2" S. S. NAILS
GRIP -RITE #10 x 4" HDG SCREWS
GRIP -RITE 910 x 3" S. S. SCREWS
CONNECTORS & EQUIVALENTS (USE SIZE SPECIFIED IN PLANS or LARGER)
SYMBOL
PURPOSE
USP#
SIMPSON
SUBSTITUTION
STRAP to secure GIRDER/FJ to FOOTING
ST1-TZ
MAB15Z
4x4 POST BASE
PA44E-TZ, PAU44-T7_
ABA44Z, AB44Z
®
4x6 POST BASE
PA46E-TZ, PAU46-TZ
ABA46Z, ABU46Z
®
6x6 POST BASE
PA66E-T7, PAU66-TZ
ABA66Z, ABU66Z
p
POST CAP for FLUSH GIRDER
PB44-6T7, PB66-6TZ
L.PC4Z, LPC6Z
s
RAFTER TIE used to secure FJ to GIRDER
RT7A-TZ
H2.5AZ
J L
U
1-PLY HANGER
NS26-TZ, JUS28-TZ,
JUS210-TZ
LUS26Z, LUS28Z, LUS21OZ
J L
p
sJ
u
{�
y
2-PLY HANGER
JUS26-2TZ, JUS28-2TZ,
JUS210-2TZSC
LUS26-2Z, LUS28-2Z, LUS210-2Z
LJ
1-PLY INVERTED FLANGE HANGER
JL26IF-TZ, JL210IF-TZ
LUC26Z, LUC21OZ
LU ®
2-PLY INVERTED FLANGE HANGER
(2) JL26IF-TZ, (2) JL210IF-TZ
HUC28-2Z, HUC210-2Z
1 `
1-PLY ADJUSTABLE SKEWED JST HANGER
LSSH15-TZ
LSU26Z
i
ADJUSTABLE L-ANGLE
MP5-TZ, MP7-TZ, MP9-TZ
LS50Z, LS70Z, LS90Z
U l
ADJUSTABLE STAIR STRINGER HANGER
CSH-TZ
LSCZ
a
FRAMING ANGLE for BLOCKING
REINFORCEMENT
A3-TZ
GA2
DECK TIE BACK w/
THREADED ROD & (8) SCREWS
DTB-TZ
D=
TENSION TIE for LEDGER REINFORCEMENT
LTS19-77.
I =
O
D
��
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decksudansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet :
N-3 of 16
PT POST PER PLAN
OPTIONAL: USE 6" LONG x 12" 0 SONATUBE
TO FORM CONCRETE ABOVE GRADE.
TOP SQUARE or
ROUNDED EDGE PER GC
SOIL GRADE SHALL BE
HORIZONTAL FOR 2 FEET 2
MINIMUM AROUND POST °
ON ALL SIDES
CONCRETE SHALL
HAVE NORMAL
WEIGHT AGGREGATE
AND A MINIMUM
COMPRESSIVE
STRENGTH (F'C) AT
28 DAYS OF 3000 PSI.
NOTE:
INSTALLER
MUST VERIFY
LOCAL FROST
DEPTH. USE
THE GREATER
OF DEPTH
SPECIFIED HERE
& LOCAL FROST
DEPTH.
USP STANDOFF POST BASE AS
SPECIFIED or EQUIVALENT FOR
POST SIZE: 4x4 PA44E-TZ
4x6 PA46E-TZ
6x6 PA66E-TZ
Y2" 0 ANCHOR BOLT w/ WASHER
& NUT - 7" EMBEDMENT
— _ °Q
as - I I 1 11
- i=MIT— =1 I I=1 I =1 1=
(MIN.) ° . 111 .I I MI I
POURED CONCRETE
°° IN DRILLED or DUG
—I — _ ..•. .. . . = HOLE
I—) —III— °.. `.� .�.°°.:.`:a'. �.°• .:•I— I— II 1I—
II —I I— I a II I I-1 1-
_ I I— ° •° ° •� ° a°: ' -_ VERIFY MIN. SOIL
= I (—_III — I BEARING >_ 1500 PSF
— I= 12 QJ -
12" O CONCRETE to DEPTH
SCALE: 2" =1'-0" ELEVATION VIEW GRAPHIC SCALE (INCHES)
0 3 6 9 12
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: deckscodansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
9
DCSPr. a: 23-D-036
Drawn By: ACS
Revision History:
X for Construction
Not for Construction
Sheet:
F-4 of 16
PT POST PER PLAN
OPTIONAL: USE 6" LONG x 12" 0 SONATUBE
TO FORM CONCRETE ABOVE GRADE.
TOP SQUARE or
ROUNDED EDGE PER GC
SOIL GRADE SHALL BE
HORIZONTAL FOR 2 FEET Z
MINIMUM AROUND POST
7 >�
ON ALL SIDES
CONCRETE SHALL
HAVE NORMAL
WEIGHT AGGREGATE
AND A MINIMUM
COMPRESSIVE
STRENGTH (F'C) AT
28 DAYS OF 3000 PSI.
NOTE:
INSTALLER
MUST VERIFY
LOCAL FROST
DEPTH. USE
THE GREATER
OF DEPTH
SPECIFIED HERE
& LOCAL FROST
DEPTH.
USP STANDOFF POST BASE AS
SPECIFIED or EQUIVALENT FOR
POST SIZE: 4x4 PA44E-TZ
4x6 PA46E-TZ
6x6 PA66E-TZ
%" 0 ANCHOR BOLT w/ WASHER
& NUT - T' EMBEDMENT
°.
d o
_-I I 11 s a..••d ro•.• -•- •e•• °
DEPTH - I ° :. : d .
(MIN.) = I I=I I Ed I
= 1= I 4.
—I I ER I I_ ° • °a ..° °d A I I 1 I I
° I I =POURED CONCRETE
= =I I IN DRILLED or DUG
o4. .° ° •,a °.• °... a --
-I I— d..d -Fla I 1=1
I —HOLE
d'.. d• VERIFY MIN. SOIL
IIiii j I I I=III=16I g I I I=III=I = BEARING>_ 1500PSF
I_� I (OPT. SUBSTITUTION 16" x 16")
- I
16" 0 CONCRETE to DEPTH
SCALE: 2" = V-0" ELEVATION VIEW GRAPHIC SCALE (INCHES)
0 3 6 9 12
199; B
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decks®dansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE -1: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
F-5 of 16
EXISTING HOUSE WRAP
#1- CUT EXISTING HOUSE WRAP &
INSTALL FLASHING FULL DEPTH
OF LEDGER BEHIND HOUSE WRAP
#2- INSTALL FLEXIBLE TOP
FLASHING UNDER HOUSE WRAP;
#4- FOLD OVER TOP OF LEDGER
#3- INSTALL NEW LEDGER
PER SHEET T-3
NOTE: USE FLEXIBLE THERMOPLASTIC
or SEALING PVC FLASHING 16"-18" WIDE.
END LAP MINIMUM 6" AS NEEDED.
F SIDING EXTERIOR FLASHING
L-SI SCALE: 1" =1'-0" ELEVATION VIEW
REMOVE EXISTING SIDING
BETWEEN LEDGER & BAND BOARDS
REMOVE EXISTING WALL
SHEATHING BETWEEN BOARDS —
IF NOT PLYWOOD OR OSB
FLASHING PER
SEE FRAMING PLAN FOR DETAIL F/L-St
ORIENTATION & SPECIFICATION
DECKING
FLOOR JOIST
N C
EXISTING HOUSE BAND BOARD
INSTALL WOOD BLOCKING MATCHING
HOUSE FJ DEPTH w/ (2) GRIP -RITE #9 x 3"
HDG TOE -NAILS PER END
r-- EXISTING HOUSE FLOOR JOIST
EXISTING HOUSE BAND BOARD
EXISTING HOUSE FLOOR JOIST
PERPENDICULAR TO BAND
PT LEDGER PER PLAN w/ FASTENERS EXLSM o NOTE: TENSION TIE DEVICE
PER INCLUDED SHEET T-3 woo w/ 750 LBS MIN. CAPACTIY @
FRAM D (4) LOCATIONS w/ (1) WITHIN
USP LTS19-TZ w/ (1) %g" LAG BOLT FOUNDA ION
& (2) WASHERS & (8) #9 x 3" HDG (BYon RS) 24" OF EACH END.
NAILS LOCATED PER PLAN
A LEDGER on SIDING EXTERIOR w/ TENSION TIE
S GRAPHIC SCALE (INCHES)
�} L-St SCALE: 1" =1'-0" ELEVATION VIEW D 3b1 ,:
99 ❑❑D
❑❑❑
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: deckscodansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
L-St of 16
FASTENER NOTE: USE GRIP -RITE
#9 x 1%2" HDG NAILS FOR ALL
HARDWARE (UNO).
GRAPHIC SCALE (INCHES)
0 3 6 9 12
FLOOR JOIST
PER PLAN
PT
BLOCKING
PER 2/T-1C
TOE -NAILS
PER 2/T-1C
TOE -NAIL (2) GRIP -RITE #9 x 3"
HDG NAILS PER JOIST/GIRDER
INTERSECTION (TYP)
PT BLOCK MATCHING FJ DEPTH w/
— (2) GRIP -RITE #9 x 3" HDG NAILS PER END
(TYP)
IRDER — —_
�IP — — —
I
1 FREQUENCY OF GIRDER CLIP/NAILS
T-1 SCALE: 3/4" = V-0" PLAN VIEW
FLOOR JOIST — —
PER PLAN
DROPPED GIRDER
PER PLAN
USP RT7A-TZ GIRDER
CLIP PER DETAIL 3/T-1C
2 GIRDER CLIP & NAIL CONNECTIONS
T-1 SCALE: 1-1/2" = V-0" ELEVATION VIEW
FLOOR JOIST
PER PLAN
USP RT7A-TZ ON A MINIMUM OF
EVERY 3rd JOIST w/ (4) CLIPS DROPPED GIRDER
MINIMUM PER DECK - TYP PER PLAN
(SEE FASTENER NOTE)
3 JOIST to GIRDER CLIP
T-1 SCALE: 1-1/2" =1'-0" ELEVATION VIEW
,,Ark
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decksuclansmithpe.com
RESIDENTIAL
ATTACHED
DECK
er® n.wuc mnL �s uvxEnucwa.vx
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
O
N
00
v
v
�
c�
O
UNw
DCSPE r:
23-D-036
Drawn By:
ACS
Revision
History:
X For Construction
Not for Construction
Sheet:
T-1C
of 16
FASTENER NOTE: USE GRIP -RITE
#9 x IY2" HDG NAILS FOR ALL
HARDWARE (UNO).
GRAPHIC SCALE (INCHES)
0 3 6 9 12
DECKING & FJ
(A) BACK VIEW
cV
1) 1/2" 0 x 6" HDG
BOLTS w/
VASHER & NUT
NOTCHED
4x6 or 6x6 PT
POST PER PLAN
FLOOR JOIST
PER PLAN
(B) SIDE VIEW
1 NOTCHED POST for DROPPED GIRDER
T-1D SCALE: 1-1/2" =1'-0" ELEVATION VIEW
ILM
DECKING PER HOMEOWNER, Y4 x 6 or
EQUIVALENT, WOOD or COMPOSITE
w/ #7 x 2Y4" S.S. TRIM HEAD or #8 x 2%2
PRIMEGUARD TEN® SCREWS
or SCREWS AS SPECIFIED B)
COMPOSITE MANUFACTURER (TYP
FLOOR JOIST PER PLAN - SEE
DETAIL 2/T-1C FOR ATTACHMENT
1 Y4„ 1 Y4„
°•i N I I i
LJ u0
I i
2x8 MIN. PT 1
DROPPED
�r I
GIRDER cv I
PER PLAN
(2)Y2"0x6" 5Y2
HDG BOLTS
PER GIRDER (TYP)
6x6 PT POST
FRONT VIEW
2 DROPPED GIRDER SPLICE
T-1D SCALE: 1-1/2" =1'4' ELEVATION VIEW
USP HANGER PER PLAN
JSTALL
PSIDE-DOWN
EE FASTENER NOTE)
DECK BAND
BOARD PER PLAN
CANTILEVERED
FLOOR JOIST
PER PLAN
3 HANGER for CANTILEVERED FJ
T-1D SCALE: 1-1/2" =1'-0" ELEVATION VIEW
199
Daniel C. Smith, PE
Considting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decksudansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE 9: 23-D-036
Drawn By: ACS
Revision History:
_2L For Construction
Not for Construction
Sheet:
T-1D of 16
(3) GRIP -RITE
SCREWS
(3) GRIP -RITE
SCREWS
(3) GRIP -RITE SCREWS
2x6 PT CROSS BRACING
GIRDER PER PLAN
NEAREST FLOOR
JOIST TO POST
2x6 PT CROSS BRACING
(CAN BE ON EITHER
SIDE OF POST)
PT BLOCKING 'A'
(SEE NOTES)
DROPPED GIRDER CROSS BRACING
IT2D SCALE:1" =1'-0" PLAN VIEW
GRAP111C SCALE ONCHESI
U 6 9 .,
S1 A / If
Q
w
z
W
Q
w
W
NOTES:
• FASTEN w/ (3) GRIP -RITE #10 x 4" HDG SCREWS
(TYP UNO).
• LOCATE SCREWS AT LEAST 2" FROM EDGES OF
FRAMING MEMBERS.
• INSTALL 8' LONG PT BLOCKING 'A' ONLY WHEN
EDGE OF POST IS GREATER THAN 3" AWAY FROM
NEAREST FLOOR JOIST. FASTEN w/ (3) GRIP -RITE
SCREWS.
• PT CROSS BRACING SHALL BE ANGLED 40' to 50°.
8" LONG PT BLOCKING 'A'
(SEE NOTES)
DECKING ---\
FJ PER PLAN
GIRDER
PER PLAN
40° to 50° O
((yP)
o
2x6 PT CROSS
BRACE (TYP)
(3) GRIP -RITE SCREWS
POST PER PLAN
2 DROPPED GIRDER CROSS BRACING
T-2D SCALE: =1'-0" ELEVATION VIEW
1995;t��
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon or
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: deckscodansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
T-2D of 16
PT LEDGER PER PLAN
%" 0 (UNO) HDG HEX
THRU-BOLTS w/ WASHER &
NUT @ 16" O.C. STAGGERED
iV
16" O.C.
NOTES:
• NO LedgerLOKV or EQUIVALENT SCREWS ALLOWED.
GP.A1711C SCA1P.11NC I i s
n ! 6
EXISTING HOUSE BAND BOARD
REFER TO LEDGER SECTION (3) DETAIL FOR
FINISH & SHEATHING SPECIFICATION
NEW LEDGER
HDG THRU-BOLT w/
• WASHER & NUT (TYP)
. z
SECTION X N �
4" L
X ' IMAX.
1
• LAG BOLTS (or SUBSTITUTION LAG SCREWS) CANNOT
BE SECURED TO PLYWOOD or OSB ONLY.
• NORTH CAROLINA REQUIRES %" 0 HDG BOLTS PLUS
(3) GRIP -RITE #9 x 3%" HDG NAILS @ 6" O.C.
PT LEDGER PER PLAN
%" 0 (UNO) x 6" HDG LAG BOLTS
BOTH w/ WASHER @ 16" O.C.
REQUIRED GRIP -RITE #10 x 4" HDG SCREWS
@ 8" O.C. STAGGERED
C4 e
16" O.C. a _I
•
R
1 TYP LEDGER to HOUSE BAND BOARD
T-3 SCALE: 1" =1'-0" ELEVATION VIEW
EXISTING HOUSE
BAND BOARD
REQUIRED TO REMOVE FINISH &
SHEATHING BETWEEN BOARDS
NEW LEDGER DIRECTLY
=L
ON BAND BOARD
HDG LAG BOLT
w/ WASHER
SCREW (TYP)
SECTION
NOTES: IF ACCESS TO BAND BOARD IS NOT AVAILABLE (e.g., FINISHED BASEMENT CEILING,
ETC.), THEN THE CONTRACTOR MUST DETERMINE IF LAG SCREWS CAN FASTEN INTO SOLID
LUMBER. REMOVE PLYWOOD SHEATHING AND VERIFY FRAMING SYSTEM TYPE (i.e.,
TRUSS or DIMENSIONAL LUMBER), SPACING & DIRECTION. NOT ALLOWED TO LAG TO ONLY
OSB, PLWOOD, or BLACK BOARD BECAUSE NOT STRUCTURALLY ADEQUATE.
HOUSE BAND BOARD w/ FINISHED CEILING
SCALE: 1" =1'-0" ELEVATION VIEW
ED
e
ED
E
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 91 9.844.6050 ext1
E: decksodansmithoe.com
RESIDENTIAL
ATTACHED
DECK
c sm DA.mcnunCnsanxsnw:,,
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2I
DCSPE k: 23-D-036
Drawn By: ACS
Revision History:
_?L For Construction
Not for Construction
Sheet:
T-3 of 16
I -PLY BAND
w/ BLOCKING
4x4 PT GUARDRAIL POST _
@ G-0" O.C. MAX. (TYP)
DECKING w/ MIN. (10) SCREWS
WITHIN 12" 0 OF POST (TYP)
BAND BOARD
PER PLAN (TYP)
(2) %" 0 x 8" HDG
BOLTS (TYP)
'-OCKING PER
rLAN BELOW (TYI-)
GRAPHIC SCALE 1INCHUS)
D 1 6 9 13
WARNING: DO NOT NOTCH
4x4 PT GUARDRAIL POSTS.
2-PLY BAND BOARD or
GIRDER PER PLAN (TYP)
NOTES:
• GUARDRAIL POSTS DESIGNED
FOR 200 LBS POINT LOAD.
• BOLTS SHALL BE THRU CENTERLINE OF
2-PLY BAND/GIRDER POST & AT LEAST 2" FROM EDGES.
INSIDE GUARDRAIL POST CONNECTION
SCALE: 1" = V-0" ELEVATION VIEW
FIBERON or TREX NOTES:
• DO NOT USE POST MOUNT
SCREWED THRU TOP OF DECKING. a
• INSTALL GUARDRAIL POSTS C.,
PER SHEET T-7 DETAILS.
• FINISH GUARDRAIL w/ FIBERON
or TREX POST SLEEVE PER
MANUFACTURER.
LEGEND:
B PT BLOCKING
- MATCH FJ SIZE
FJ FLOOR JOIST
BIG BAND BOARD or GIRDER
DECK SCREW a
EQUAL
• USE (2) GRIP -RITE #9 x 3" HDG NAILS PER
END TO FASTEN BLOCKING USING
TOP&BOTTOM or FACE TOE -NAILS.
• BOLTS HAVE OPTION TO BE COUNTER SUNK
MIN. —INTO THE BOARD FOR FLUSH FACE FINISH.
PERPENDICULAR
MID -BAY 2-PLY
ERPENDICULAR PERPENDICULAR PARALLEL I -PLY
CORNER I -PLY MID -BAY I -PLY
2 EXAMPLE LOCATIONS - INSIDE
T-7 SCALE:1" =1'-0" PLAN VIEWS
19%; �
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.944.6050 ext 1
E: decks@dansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W,
0000
� v �
Cz
a
U c�1 W
DCSPE #: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
T-7 of 16
GRAPHIC SCAII. (!NO ILS)
D T 6 9 12
TRIM BACK EDGE OF
STRINGER AS SHOWN
USP CSH-TZ CONCEALED
STRINGER HANGER w/
GRIP -RITE #9 x 1%" HDG NAILS
FLOOR JOIST, BAND or
OUTSIDE GIRDER BOARD
PER PLAN (N.T.S.)
2x12 PT STAIR BOARD
w/ (3) GRIP -RITE #9 x 3"
HDG NAILS @ 12" O.C.
PT STRINGER
1 DROPPED STRINGER TOP CONNECTION
W-3 SCALE: 1" =1'-0" ELEVATION VIEW
STAIR STRINGER
4x4 PT GUARDRAIL POST
EITHER INSIDE or OUTSIDE
OF STRINGER
(2�P, O x 6" HDG BOLTS
4"N GUARDRAIL POST TO STRINGER
SCALE: l" - 1'-0" PLAN VIEW
NOTE: POST NEEDED
EVERY 8'-0" MAX. OF
STAIR RUN
(2)%Z'0x6"HDG
BOLTS (TYP)_�r
N PT STRINGER
BEVEL -CUT 2x8 PT
1
w/ (4) GRIP -RITE
#10x4"HDG
t N
SCREWS PER POST
4x4 PT POST
(EITHER INSIDE or
OUTSIDE STRINGER)
SEE 12" 0 FTG
PER PLAN
GRAD}"
3 POST TO SUPPORT STAIR STRINGER
W-3 SCALE: 1" =1'-0"
ELEVATION VIEW
DECKING TREAD w/
3/" to 1 4" NOSING
CLOSED RISER (SHOWN)
or CHILD -SAFE OPEN RISER
SUCH THAT 4" 0 SPHERE
CAN NOT PASS
2x12 PT STRINGER or
PREFABRICATED EQUIVALENT
10" MIN. NOTE: STAIR SHALL
TREAD
r HAVE 3' x 3' MIN.
CLEAR LANDING
AREA, FINISHED
i PER LOCAL CODE.
2x4 PT CLEAT w/ 4"
0 ANCHOR BOLT
w/ WASHER & NUT
- T' EMBEDMENT
PAINT/COAT CUT ENDS
OF STRINGER (TYP)
-
24"
NOTE: FTGS
8" WIDE x 4" THICK
:
DEPTH
(MIN.)
@ BOLTS MAY
CONTINUOUS CONCRETE
BE CIRCLES
24" DEEP x 8" 0 FTGS w/
or SQUARES
8.
ANCHOR BOLTS PER PLAN I -
AS DESIRED.
2 TYP STAIR FOOTING
W-3 SCALE: 1" =1'-0" ELEVATION VIEW
9AHT�
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: decksadansmithm.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DCSPE 9: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
Sheet:
W-3 of 16
PICKET & RAILING NOTES:
• INSTALLER MAY SUBSTITUTE A PICKET
DESIGN NOT SHOWN PER HOMEOWNI
REQUEST THAT FOLLOWS LOCAL COI
REQUIREMENTS.
• RAILING REQUIRED FOR DECKS w/ 30" 1
MORE FROM GRADE to TOP OF DECKIN
• USE GRIP -RITE #9 x 3" HDG NAILS or
EQUIVALENT.
PICKET (TYP)
V' 0 SPHERE CAN
NOT PASS (TYP)
1
42 GUARDRAIL PICKET SPACING
W-6 SCALE: 3/4" -1'-0" ELEVATION VIEW
PICKET (TYP)
I'T POST (TYP)
BAND or
GIRDER (TYP)
CLASSIC AUTORAIL AUTORAIL TRADITIONAL STANI)ARI)
GUARDRAIL 34" MIN.
ABOVE TREAD NOSING
4%s" 0 SPHERE
CAN NOT PASS
AND, IF GUARD
RAIL PRESENT...
6" 0 SPHERE
CAN NOT PASS
Q
\STAIR GUARD OPENINGS
6 SCALE: 3/4"-1'-0" ELEVATION VIEW
INSIDE HANDRAIL POSTS OUTSIDE HANDRAIL POSTS
1 GUARDRAIL PICKET OPTIONS
W-6 SCALE: 3/4" - V-9' ELEVATION VIEW
MOUNTED TO WALL
HANDRAIL NOTES:
• HANDRAILING IS REQUIRED PER LOCAL
BUILDING CODE REQUIREMENTS. MAY NOT BE
REQUIRED IN ALL AREAS.
• WHEN THERE ARE 4+ RISERS IN A FLIGHT OF
STAIRS, TYPICALLY HANDRAILS MAY BE
REQUIRED ON AT LEAST (1) SIDE.
• HANDRAIL SHALL BE CONTINUOUS 34" - 38" IN
HEIGHT.
• HANDRAIL SHALL TERMINATE INTO NEWEL POST
or SAFETY TERMINALS or HAVE END RETURNED.
• USE A7 x 2Y4' S.S. TRIM HEAD SCREW or
EQUIVALENT & 12" O.C. or (2) PER INTERSECTION
FOR WOOD FASTENERS.
• FOLLOW MANUFACTURER'S
RECOMMENDATIONS FOR METAL MOUNTING
BRACKETS.
HANDRAIL HEIGHT 34"-38"
FROM TREAD (IYP'
MOUNTED TO POST
4 HANDRAIL MOUNTING EXAMPLES
W-6 SCALE:2"-1'-0" ELEVATION VIEW
R0.01" MIN. PERIMETER
4" - 6Y4"
2)," MAX. 01y" - 2"
IREF: 2012 IRC R311.7.8.3 oil
11/2 MIN.
IY4"-2Y4'
PERIMETER
> 6s,-
RDAI-MIN.
(rn'1
•MAX
_Z
7�-MAX.
16
-- MIN.
MIN.
IREF: 2012 IRC R311.7.8.3 r21
Daniel C. Smith, PE
Consulting Engineer
5068 Isabella Cannon Dr
Raleigh, NC 27612
P: 919.844.6050 ext 1
E: deckstvdansmithoe.com
RESIDENTIAL
ATTACHED
DECK
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
O
00
N � �
(Ci �
(n
c ra c V "o
r, (3N r
4-1 N
I
M
U cv W
DCSPE K: 23-D-036
Drawn By: ACS
Revision History:
X For Construction
Not for Construction
TYPE I HANDRAIL GRIP SIZE 6 TYPE Il HANDRAIL GRIP SIZE Sheet:
W-6 SCALE: 4"- l'-0" ELEVATION VIEW W-6 SCALE:4"- I'-0" ELEVATION VIEW TA I_6 of
16