BLD20190300OV ED111
C) CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
1")c lsqo PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 04/05/2019 Peradt#: BLD20t90300
BUILDING PERMIT
Expiration Date: 10/07/2019 Project Address: 21710 95TH AVE W, EDMONDS,
Parcel No: 00527900000600
PROP —Dlv.'Fl OWIER APPLICAivr CONTRACTOR
KAREN L KAALD CARLSON PRO CONSTRUCTION LLC CARLSON PRO CONSTRUCTION LLC
21710 95TH AVE W CIO THOMAS CARLSON C/O THOMAS CARLSON
EDMONDS, WA 98020-3913 9509 217TH ST SW 9509 217TH ST SW
EDMONDS, WA 98020 EDMONDS, WA 98020
(425) 775-3378 (425) 345-0542 (425) 345-0542
LICENSE#: CARLSPC8 3 3 02 EXP:09/22/2019
ft"C1111011061 IRWICC21111" W-410
VALUATION: $9,600
PERMIT TYPE- Commercial
PERMIT GROUP: 22 - Deck/PorchfPatio Cover
GRADING: N CYDS- 0
TYPE OF CONSTRUCTION -
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD
FENCE: 0 X 0 FT.)
CODE:
IOTHER ------- OTHER DESC:
IZONE: RS-8
INUMBER OF STORIES: 0
1 VESTED DATE:
INUMBER OF DWELLING UNIT S- 0
ILOT #:
EXISTING ARFA
I BA EMENT: 0 1 ST FLOOR 0 2ND FLOOR: 0
PRO PO S ED AREA
[13ASEMENT� 0 1 ST FLOOR: 0 7ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK. 0 OTHER 0
13 RD FLOOR: 0 GARAGE: 0 DECK� 480 OTHER: 0
1BEDROOMS: 0 BATHROOMS: 0
1 BEDROOMS: 0 13ATHROOMS: 0
FRONTSET'BACK SIDESEFBACK REAR SEMACK
REQUIRED: 25'E PROPOSED: 11 QUIRED: 7.5'S PROPOSED: 8.5'S (REQUIRED 1-5�W PROPOSED�
HEIGiT ALLOWED:O PROPOSED:O IREQUIRED: 7.5'N PROPOSED: 32'N
SETBACKNOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY ' NO
TI
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSAT ON
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID.
nature
Date
ATTENTION
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTM A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/IBCIIO/ IRCI 10.
= FIRE
= APPLICANT = ASSESSOR = CITY
STATUS: ISSUED BLD20190300
CONDITIONS
• Lot line stakes must be in place at the time of foundation /setback inspection.
• All new, extended, re -built or relocated electrical utility and/or service shall be placed underground.
• Separate Permit Required For:
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Checkthejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating fromtemporary construction sites as a result ofconstruction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pmon weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly ftom the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
0
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATEPROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: SeNces
are now scheduled online. If you
FIRE (425) 776-7720
3. Then: Perm its/Development
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (426) 771-0235
5: If you don't haw one already, create a
assistance during office hours.
login (upper right hand corner)
(425) 771-0220
RECYCLING (425) 275-4801
16: Schedule your inspection
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
• B-Setbacks
• B-Isolated Footings/Piers
• B-Framing
• B-Building Final
BUILDING PERMIT: Office Use Only
APPLICATION Permit #:
Development Services
Building Division
121 Sth Ave N / Edmonds, WA 98020
,F1 C. I g L) , 425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http://www.edmondswa.gov/
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 21-71c, 95-t:b,4ve_ LI) Qm,45 Wh "79JZO
Parcel:
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
Name: �_'6t ( e- 6 ��q 0 1 �
Mailing Address: "� 1-7 1 o 9 5--L�7 4 tc C—)
City/State/Zip: R4",,0dj b-14 q X0 Z(D
Phone#:
Email:
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? E]Yes 1211�11D
I own, reside in, or will reside in the completed structure,
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
RCW 18.27.090,
Owner Signature:
APPLICANT / CONTACT INFORMATION:
Name of Applicant: Ctrl!500 pi-t'
MailingAddress: _9 5_05 Z 1776 5-�
City/State/Zi p: Lld 4100 6 C-LA C)
Phone #: 4 Z5�- - -� Y7 -Os-� -?
E-mail: Ca rl�_Qo Coin 5�/Z�C+b--' G'q 'yPM'?' I
cot—,
GENERAL CONTRACTOR: (if different from applicant)
General Contractor:
Mailing Address:
City/State/Zip:
Phone #:
E-mail:
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
CITY OF EDMONDS BUSINESS LICENSE #:
TYPE OF PERMIT (Provide
Details on Page 2)
13 Accessory Structure/
0 Addition
Detached Garage
0 Demolition
13 Mechanical
0 New Single Family / Duplex
0 Plumbing
El Fire Sprinkler
0 Remodel
0 New Commercial/ Mixed Use
0 Re -Roof
0 Signs
0 Tank
El Te na nt Improvement
PeC.
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation: /
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished El Unfinished 0
1st Floor, sq ft:
2nd Floor, sqft:
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
LL-
Othersq ft:
PROJECT DESCRIPTION
Vo rion
0 aPA-Q
I certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print Name:
Signature: Date'-� -
GENERAL COMMERCIAL DATA
Occupancy Group(s): Occupant Load(s):
Type(s) of Construction:
Fire Sprinklers: Yes El No 0
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas Elec Other Qty
A/C Unit /Compressor
Air Handler /VAV
Boiler
Dryer Duct
Exhaust Fans
Fireplace
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
Qty QtY
Clothes Washer
Tub/ Showers
Dishwasher
Backflow Device (RPBA, DCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless? Y or N
Hydronic Heat
Water Service Line
Sinks
Other:
Toilets
Other:
GAS/FU EL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs Qty BTUs Qty
A/C Unit
Outdoor BBQ / Fire pit
Boiler
Stove/Range/Oven
Dryer
Water Heater
Fireplace/ Insert
Other:
Furnace
Other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
QtY Qty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum
Other:
DEMOLITION
Type of structure to be demolished:
Square footage of structure to be demolished:
AHERA Survey done? Y/N
PSCAA Case #:
Critical Areas Determination:
Study Required 0 Conditional Waiver El Waiver 11
Fill in Place El Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver [I
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill cubic yards
Cut / Fill in Critical Area: Yes El No 0
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
2171095 1h Ave W Edmonds, WA 98020 Deck Specs
West facing deck (12'x4O') with 42" stairs
*No impervious surface spaced non covered decking
2x12x12 pressure treated lumber used for stringers and ledger board. Stringers will be every 12"
2x6x10 Trex deck boards spaced
Min 4" lag screws per code every 5.5" and min 2" away from sides, top and bottom of ledger
412 horizontal support beam supported everyA*ftwhich exceeds code requirements
4x4 vertical pressure treated support lumber with 20"x20'x18"cement slabs
Cedar deck rails less than 4" gap and min 36" tall per code to support 200lbs pressure at top
Flashing for ledger boards and secured to code
Stairs are a minimum of 42" wide, 11" deep and no more than 7.5" rise
Vertical support posts out min 10' from house with max canaleaver of 24"
Install appropriate knee and cross bracing
Entire deck will be built matching specs for fasteners and other size req's as provided by engineering
Critical area study has been completed. No new impervious surface being added.
&A-C Mk -",. A *-% 4,'Als � &�, 9, sma- 4
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK---Nf,%/ Df-Vulr% - Znj>
ADDRESS 7-121n CIFtho
OWNER
APPROVED DATE:
B L D G. 0 F F I C I A L:
--il - f�' 7V
'4-0 : I!. '-
RECEIVED
MAR 2 0 2019
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CONSTRUCTION TIP SHEET 5
Basic Decks w/ 60 psf Live Loading
April 1, 2017
This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with
Washington State Amendments which update the live load to 60 lost,
This document provides building code information applicable to prescriptive residential wood deck design. You may
need to hire a licensed architect or an engineer to design a deck where any of the following conditions apply:
• The deck serves other than a one- or two-family dwelling building
• The deck design includes more than one level
• The deck will support a hot tub, spa or other heavy object, including heavy deck covering (such as pavers)
• The walking surface is more than 10' above grade
• The deck ledger is attached to house overhangs, bay windows, bricks, stone or concrete block
• The deck is bearing on ground with a slope greater than 1' horizontal for every Vvertical
• The deck is self-supporting (not attached to an exterior wall)
Joist
Decking
Verity span ratimos of
proposod docking.
Joist Overhang
24'Ma4fWM.
Tyl2ical Deck
See Page 6
Joist Spacing for Ledger
Attachment
Soo $pan table am
tooting O'ChO&IO.
Post T
40 Min, up lo 8*-W hef" joist Span
W Min, up to I ar,0' hfthl See opari tribW
Beam
Non-oorrosive metal See spon lable,
post/6eam connector Note: Guards are Footing
required when the deck
Continuous solid blocking walking surface is more See Wan table and
between joists than 300 above grade. footing Sthedule,
Beam Overhang
24" maximum
G E N E R A L I N F 0 R IMAT 10 IN:
• Ine intent of !his Tip Sheet is to provide a general understanding of the code recluiremerds and does
-:0 address the subiect in great detail. ;m i�
• A,-i(-iiii,)ricil;nforrT,.ai'ion con be obtained frorn your local participatir,g tion.
!_ lurisdic
Page I of 6 pal5c. SRECEIVED
MAR 2 0 2019
13UDZO ICHOWO BUILDING
Basic Decks
Deck Construction Notes
Please note that due to the new 60 psf loading, previous lumber spans and footing sizes have changed.
The illustrations and information in this Tip Sheet may be used for decks whether or not they require a permit. See Tip
Sheet 0 for when a permit is required.
All wood must be pressure treated or naturally resistant to decay. Treat cuts, holes and notches with end -cut solution.
Fasteners, hangers, nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically required for the
specified wood preservative used. The coating weights for zinc -coated fasteners to be in accordance with ASTIVI A
153. Provide documentation in the field showing the required fastener protection for the wood chosen for your deck.
You may modify any components of this Tip Sheet using accepted engineering practices. Any modifications must be
reviewed prior to permit issuance. All attachments must be per manufacturer's installation instructions.
This Tip Sheet is intended to represent good construction practices for deck construction and related IRC
requirements. See related Tip Sheets: 1 for stairs, 2 for handrails, and 3 for guards.
TvDical Deck Section
36* minimum high guard
Existing building
wth intermediate rags
spaced so that a sphere
Flashing
4' in diameter cannot
See detail 1 4
to,(
Pass through (See Tip
ledger WITCRMOOM
options
$heel 3),
Seel do
4 ill 2
e4 or
I
, iardrall
PT COMA on
X11
L
A . ....... . . .................. Secure ballusters
with (%Aad wood
E-7--screw op & bottom
Y4- spacing
Note:
mco"tended
for drainage
braces are
required if distance
Contractor to field velify
from grade to top of
adequacy of solid lumber
post exceeds 48'.
for ledger connection.
See detail on page I
If an ex" or e� from the
.9re"
e)d4* building passes
undlerle pro%sed deck, or if
there is an exi ng patio
4x4 posts min. wl
under the proposed deck,
8'-0" max, height
W-8* minimum clearance
and 6x6
must be maintained. Please
for V-0, to
indicate openings in existing
10'-O"max. height
wag in elevation view,
Manufactured post
base with i'standoff.
3,000psl concrete
(no special
inspection required)
Finished grade
1* clear —4-1
(2) #4 ea. way, 3,
I clear to bottom of
l
footing
I _ Footing
1 tll i�
�,i to bear on
=I
lip! Aill"llmil":
IWININIFE41 "I
In, undisturbed
earth,
C",IENERAL INFORIMATI.,)N:
• Theirlientof 11his Tip Sheet is to piovide a cienerol uncleistarld".rIg of the code reouiieryient� criciGoes rv'_e6tyGov.net
not address the subJect in greal detatil.
• Addiikonal inifornicaflon con be obtained frorn your locafl partic'pating jurisdiction,
Page 2 of 6
Post to Beam Connection w/ Knee Brace
(Knee braces are required on posts greater than 4 feet in height.)
Or 1/3 the hetghl of the post,
whichever is greater
Corro'slon rtsistant,
metal column cap,
Follow manufacturers
installation instructions,
Alternate Knee Brace Detail:
2x4 knee brace face nailed ea, side of
post and beam with 4-16d nails at each
face and connection
1
16'
max
J ou�5
13-
Basic Decks
Beam splices must occur
over posts with 1-112* min. bearing
Girder beam
4 x 4 knee brace
(1) &8" diameter thru-ball or 112 *
tag screws with washers, top & bottom
(typical)
Pressure treated
wood post
Guardrail Attachment
(Guardrails are required when the deck is more than 30 inches above grade.)
16, /,-- 4x4 min. post
MI ax A 0,D. galvanized bolt T-1 @ 6'0"o.c. max., Typ
or threaded rod wl
nuts & washers Tmin
2x8 min. deck
joists & rims
4'rnln and Fmax
Min. 1800#
tension device Section A
5/8" O.D. galvanized bolt
or threaded rod w/
nuts & washers
2,� Kin anc
Use above details for guard connections or provide engineered
design that shows Guards can resist a single concentrated load
of 200 1bg applied in any direction at any point along the top and
have attachment devices and supporting structure to transfer this
load to a propriate structural elements of the building per IBC
sec 160T7.1.1
I Min. 1800# tension straps
2x8 min. blocking
2'min
G E NI E R A L I N' CiRl V;A [ I () N:
K,
T.1he i.nteni o*'IN5 Tip Sheet is Ito p!ovide a general undetstand'ng of the code requiremer-05 and does .,e,<c yGov.net
noi address the sub iect in, gread detail, 200 --.MAkOft.
Page 3 of 6
Basic Decks
Detail 1 — Ledger Attachment for Lateral Loads
(Knee braces are required on posts greater than 4 feet in height.)
Hold-down or Sheathing
tenslondevice Siding
vath 15,00 #
c ca
V,aclt�y Floor sheathi ng nailing Flashing
at 6- o.c. (max) to joist
Flashing hold-down. Decking
Joists
Joist Hangers
Treated 2x ledger 2" min.
Dock Joist
Floorloist 750# capacity holddown device
at 4 locations evenly distributed Floor joists
along the deck and within 2 ft of
each end. Install per manufacturer
Fully threaded 3/8" diameter lag screw
Option # 1 predrilled with a minimum of 3 in Option # 2
(Required for New Construction) embedment into solid framing. (Existing Construction Only)
Deck Connections
(All f;;Rtpnprq n;;ils hnitq qrrpw-.; Rnd ronnertors must be corrosion resistant.)
Connection:
Fastening:
Manufactured Connectors
Follow manufacturer's instructions
Post to Footing
Post base is required
Post to Footing (High Winds)
Consult with jurisdiction about additional uplift loads where
wind exposure is greater than Risk Category B.
Post to Beam
Connector is required
Ledger to House Framing
See information on Sheet 5 and Sheet 6
Joist to Beam or Girder
(3) 8d — Toe nailed
Blocking or Bridging to Joist
(2) 1 Od —Toe nailed @ each end
Wooden Deck Boards
(2) 8d threaded nails OR (2) No. 8 screws
Composite Decking
Follow manufacturer's instructions
C',ENLRAL INFOR11YAW11"IN:
XyGov.net
-his Tip Sheet is to provide a gerietal urideistariding ol q-ie cocle requiterf)en15 ond Coes _0;�,,P:
0 T' �e inteni of I
not addiess lhe subje-f in gr(�,ai detail,
0 ,,an obtairied fro,ryl your loccil participating jurisdiction�
Page 4 of 6
Basic Decks
Span Table and Footing Schedule for Decks
Spans and footings assume the maximum 24" cantilever using Hem-Fir/Doug Fir No. 2 or better framing lumber.
Table uses 70 Dsf. loadinq, N 0 Psf. dead load + 60 psf live load) and 2000 psf. soil bearing pressure.
Joist Size
Joist
Spacing
Max. Joist
Span
Girder Beam Size and Max. Span Between Support Posts FootingType
4x6
Footing
4x8
Footing
4x1 0
Footing
4xI2
Footing
12" o.c.
T-5"
5-11 "
14x14
T-9"
16x16
9'-6"
18xl 8
11.41
18xI8
2x6
16" o.c.
6'-9"
5'-11 "
14x14
T-9"
16x16
9'-6"
18x18
11.41
18x18
24" o.c.
5'-9"
6'-3"
14xI4
8'-9"
16x1 6
1 V-0"
18xl 8
12'-10"
18x1 8
W
12" o.c.
9'-7"
4--1 1 "
1414
6'-6"
16xI6
8'-3"
18x18
101-01,
20x2O
16" o.c.
81-8..
4'-11 "
14x14
6'-6"
16x16
8'-3"
18xl 8
101-01,
18x1 8
24" o.c.
T-T'
5-11 "
1414
T-9"
16x16
9'-6"
18xI8
11A.,
18x18
12" o.c.
13'-3"
T-6"
1414
4'-8"
16x16
5A 1 "
18X18
T-2"
18X18
2xI0
16" o.c.
1 V-6"
4'-1 "
1414
5'-5"
16x16
6A 1 "
18x1 8
8'-5"
20x2O
24" o.c.
9'-5"
4'-11 "
1414
6'-6"
16x16
8'-Y
18x1 8
101-01,
3PAi9:�
(f2i o.c..
5'-5"
T-l"
1414
4'-1 "
16x16
5'-2"
16x16
6'-3"
1 8xla/
2x1 2
I-M_0�c.
T-6"
1414
4'-8"
16x16
5'-11 "
18xI 8
_-7r-_2"
18x18
24" o.c.
10'-11
4--1 "
1414
5'-5"
16xI6
6-11"
18xI8
8'-5"
18xI8
Footings must have a minimum reinforcement of (2) #4 bars each way with a 3" clearance to the bottom of the footing.
Note: Footing sizes are based on decks designed with single span joists where there is no center bearing beam.
Deck Ledger Connection to Band JoiSt a, b
(Reference I RC Table R507.2 - Deck live load = 60 psf, deck dead load = 10 psf, snow load:5 40 psf)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.
Joist Span
6'and less
6'1 " to 8'
8'1" to 10'
1 10"1" to 12'
C121" to
14'1" to 16'
16-1" to 18'
Connection Details
On -center spacing of asteners
1/2 inch diameter lag screw with
22
16
13
11
9
8
7
% inch maximum sheathing C.. d
1/2 inch diame er bolt with 1/2 inch
30
q26
22
18
15
13
11
10
maximum sheathing d
Y2 inch diameter bolt with 1 inch
19
16
13
11
10
9
maximum sheathing e
I
I
I
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b. Snow load shall not be assumed to act concurrently with live load.
C. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
d. Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up
to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to Y2-inch of allowable sheathing
thickness where combined with wood structural panel or lumbersheathing.
G)ENIERAL INFORM A 110 IN:
• The inteni o; 4.1 iis Tip Shee fis to pi ovide a ger ier al understandi,m- oi the code t equif ernents crid" does .el KAYGOY'no
ol oddress the subJect in, greofl d e.;f oil,
• Addlitionol inic),ri-io"O'n con be obicined"roryj your locol participating jurisdkction,
Page 5 of 6
Basic Decks
Placement of Lag Screws and Bolts in Ledgers and Band Joists
(Reference I RC Table 507.2. 1)
Minimum End and Edge Distance and Spacing Between Rows
Top Edge
Boftom Edge
Ends
Row Spacing
Ledger a
2 inches d
3/4 inch
2 inches b
1 5/8 inches b
Band joist c
3/4 inch
2 inches e
2 incheS b
1 5/8 inches b
For SI: 1 inch = 25.4mm
a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below.
b. Maximum 5 inches.
c. For engineered rim joists, the manufacturers recommendations govern.
d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below.
e. 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates.
51 NAX
a
Placement of Lag Screws and Bolts in Ledgers
(Reference IRC Figure 507.2.1(1))
LEDGER
LAG SCREW OR BOLT STAGGER FASTENERS
I I/- IN 2 ROWS
5.5" MIN FOR 2X8 *
6.5'.'M:N FOR 2X11 0
7.5 M N FOR 2X 2
314"MIN
*DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS
ARE USED OR IF BOLT SPACING IS REDUCED TO
THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO
2X8 BAND JOISTS.
Placement of Lag Screws and Bolts in Ledgers
(Reference IRC Figure 507.2.1(2))
EXTERIOR SHEATHING
EXISTING STUD WALL
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
TMINT 1111 1.
DECK JOIST
5"MAX LAG SCREWS OR BOLTS
2" VIN
JOIST HANGER
GENERAL VORNAA I k")IN:
a The intent of 11 iis T';p Shee I is lo p� ovlde a �jei ie�ral undeistanding al the f '�-'qu:rer, ients crrJ �-s -e�(,CityGov.nef
not -address lhe subject in greoi detail.
be obtained frorr,, yoiUr local perticilpating
Page 6 of 6