21-103805-Plan Set-09-14-2021-V1RECEIVED
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PROJECT DATA
DECK REPLACEMENT/MODIFICATION
FOR LAKE FASTER ESTATES
1301 S. 308thl Federal Way, WA 98003
DRAWING INDEX
PROJECT: DECK REPLACEMENT/MODIFICATION A-0
AREA: 2 & 3 BEDROOM UNITS A-1
ACCESSOR PARCEL NO: 401540 0000
SITE ADDRESS: 1301 S. 308th - LAKE EASTER ESTATES S-1
JURISDICTION: CITY OF FEDERAL WAY S-2
ZONING: RM1800
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION: V-B
APPLICABLE CODES: IBC 2018, NDS 2018, AISC 7-10
LEGAL DESCRIPTION
COVER SHEET, PROJECT STATS, SITE PLAN
FLOOR PLAN, ELEVATIONS, BUILDING SECTIONS
DETAILS
NOTES
THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING
COUNTY, WASHINGTON, EXCEPT THE EAST 165 FEET, AND EXCEPT THE NORTH 30 FEET THEREOF, CONVEYED TO KING COUNTY FOR ROAD BY DEEDS RECORDED
UNDER AUDITOR'S FILE NUMBERS 2392432 AND 2600370. EXCEPT THE SOUTH 3.0 FEET OF THE WEST 10.00 FEET OF THE EAST 148.38 FEET OF THE ABOVE
DESCRIBED PARCEL SUBJECT TO AND TOGETHER WITH EASEMENTS OF RECORD, ALSO SUBJECT TO ANY RESTRICTIONS AND RESERVATIONS OF RECORD.
APPLICABLE CODES
* WASINGTON STATE BUILDINGS CODES AND AMENDMENTS
* WASHINGTON ADMINISTRATIVE CODE (WAC)
* FEDERAL WAY MUNICIPAL CODE
VICINITY MAP
SITE LOCATION
Life
Care
Center
of Federal
Way
ter of
141+ay �
30801 13th Ave S #28,
Federal Way, WA 98003
Lake Easter
* 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
* 2018 INTERNATIONAL EXISTING BUILDING CODE
* 2018 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS
* 2018 WASHINGTON STATE ENERGY CODE
F
Sep 20 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
-_ 308 thSt.0.
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30803
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30815
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1
LEGAL DESCRIPTION
THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 8, TOWSHIP 21 NORTH, RANGE
4 EAST, W.M., KING COUNTY, WASHINGTON, EXCEPTTHE EAST 165
FEET, AND EXCEPT THE NORTH 30 FEET THEREOF, CONVEYED TO
KING COUNT FOR ROAD BY DEEDS RECORDED UNDER AUDITOR'S
FILE NUMBERS 2392432 AND 2600370.
EXCEPT THE SOUTH 3.0 FEET OF THE WEST 10.00 FEET OF
THE EAST 148.38 FEET OF THE ABOVE DESCRIBED PARCEL.
SUBJECT TO AND TOGETHER WITH EASEMENTS OF RECORD, ALSO
SUBJECT TO ANY RESTRCTIONS AND RESERVATIONS OF RECORD.
i�
Lake Easter Estates
E.0&6 30817
P 9 2 30819
BLDG 5
1 30821
30823
1 6 30825
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30827
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4
30829
13
30831
12
30833
11
30835
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30837
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30939
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30841
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7
30943
BLDG 2
6
30845
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30847
30849 '
30851
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DRAWN:
WMD
JOB NO:
2011011X
DATE:
9/1 /2021
SHEET:
A-001
TECHNICAL BULLETIN
Detail A
DTT2 to joist
layout �, r `w Rijn joist
1FVI
F
I �
I Il
Detail B t4 .' Deck joists—
D72 to Blocking
blacking _
layout. `
r
Band: joist
,
•
DTT2 Attachment of Guardrail Post Outside Rim/Joist
Post
Post
DTT2 (} DTT2 Decking
Decking (one each side) (typ.)
(typ.) r
p 0) f]n
0 0
p O ran
q 0 0 q L
r�
AV
112" diameter Rim +/2' diameter I 16, mien ,
machine bolts or joist Joist machine bolts Blocking
threaded rods with or threaded rods
nuts and washers with nuts and Joist
washers
Plan View Detail A Elevation Detail B
GENERAL NOTES —IBC 2018
DAMAGED AREAS IN WALLS SURROUNDING THE DECK SHALL BE
REPLACED W/ EQUAL MATERIAL. CONTRACTOR SHALL PROVIDE
TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN
COMPLETED IN ACCORDANCE WITH THE PLANS.
CODES AND SPECIFICATIONS
INTERNATIONAL BUILDING CODE-2018 EDITION
2. ACI 318-05 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
3. WESTERN PRODUCTS USE BOOK
4. SIMPSON STRONG TIE CONNECTORS CATALOG— 2015.
TIMBER CONSTRUCTION
1. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE DF—#2 MIN. UNLESS
NOTED OTHERWISE ON PLAN:
ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING,
INCLUDING DECKING, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE
TREATED OR WOOD WITH NATURAL RESISTANCE TO DECAY.
FRAMING NOTES
FRAME NAILING TO BE IN COMPLIANCE WITH IBC TABLE 2304.10.1
PROVIDE HOT —DIPPED GALVANIZED (ELECTRO—PLATING IS NOT ACCEPTABLE) NAILS
IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. IBC 2304.10.5.
THE USE OF SIMPSON SD SCREWS IS PREFERRED OVER NAILS.
USE: SD10112 (#10 X 1 1/2") INSTEAD OF 16d NAILS.
SD9112 (#9 X 1 1/2") INSTEAD OF 10d NAILS.
WHERE LONG SCREWS ARE REQUIRED, USE 2 1/2" LONG SCREWS.
(SEE ALSO PG 27, C-2015 SIMPSON WOOD CONST. CONNECTORS
CAT.)
ALL CONNECTORS TO BE HOT —DIPPED GALV (HDG), ZMAX, OR
STAINLESS STEEL (S.S.).
CONNECTORS AND THEIR FASTENERS ARE TO BE LIKE MATERIAL
(I.E. HDG FASTENERS W/ HDG OR ZMAX CONNECTORS; S.S.
FASTENERS W/ S.S. CONNECTORS). SIDS SCREWS ARE TO HAVE
DOUBLE BARRIER COATING.
ATTACH LEDGER DIRECTLY TO RIM JOIST.
1 /8" 0 SCREW (GUARD DOG
BRAND BY FASTEN MASTER)
BALLUSTERS TO GUARDRAIL
PENETRATION
SECTION
SCALE 2" = 1'-0"
2-1/8" 0 SCREWS GUARD
DOG BRAND BY FASTEN
MASTER) HANDRAIL TO POST
W/ 1 1/2" MIN. PENETRATION
2-1/8" 0 SCREWS GUARD
DOG BRAND BY FASTEN
MASTER) GUARDRAIL TO POST
W/ 1 1/2" MIN. PENETRATION
2X2 BALLUSTER
(typ)
RAILING POST
BEYOND
;e1m:T1I:1�
ACTUAL CONDITIONS THIS SECTION SEE
SIMPSON STRONG TIE DETAILS SHEET 2
FOR CODE COMPLIANCE OF POST
ATTACHMENT
SECTION 1
JOIST
JOIST
Rill 131
SCALE 1" = 1'-0"
Simpson
LUS210
Hanger
vc
Blocking
locking
Blocking
2L:
Simpson
LUS210
Hanger
im son
Hanqer
SECTION ELEVATION
GUARDRAIL/ BALLUSTER DETAIL
4X4 POST
?) 2X JOISTS (e)
1 X FASCIA (e)
UPPER FLOOR
INTERIOR
-T-111 (e)
PLYWOOD (e)
(e) (EXISTING
3TU S AS
SECTION 2
(2) 2X JOISTS
,�-4X4 POST
(2) " diameter
-"machine bolt with nut
and washers
Alternate Guardrail Post
1 X FASCIA
So 4" sphere can not
pass through
;AILING POST
typ)
4" MAX. OPENI /GBETWEEN
3ALLUSTERS
4" MAX. OPENING BETWEEN
GUARDRAIL AND DECKING
SECTION A
TYPICAL SIDE ELEVATION
CONTRACTOR TO VERIFY EXISTING FRAMING
CONSTRUCTION. IF DIFFERENT FROM THE
ASSUMED COMPONENT FRAMING, PLEASE
CONSULT DESIGNERS/ ENGINEERS BEFORE
PROCEEDING.
TYPICAL EXISTING UPPER BALCONY FRAMING PLAN
FRAMING (e)
2X FLOOR JOISTS (e)
2X P.T. PLATE
FOUNDATION (e)
►�i�11►�[eh/_1�1
0
EXTENT OF
REPLACEMENT 2
WING WALL
RECEIVED
Sep 20 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
2X6 @ 16" O.C.
TYPICAL FRAMING ELEVATION AT WING WALL
TYPICAL FRONT ELEVATION
EXTERIOR WALL BELOW
RAILING POST (typ)
DF#2 @ APPROX. 48
C. S SHOWN a
OUTLINE OF
DECK BELOW
L —
TYPICAL UPPER BALCONY FLOOR PLAN
SCALE : 1 /4" = 1'-0"
i9li[el�i%[�
EXTENT OF
REPLACEMENT
DETERIORATED
WING WALL TO
BE REPLACED
PER OWNER'S
INSTRUCTIONS
PRE —PERMIT DRAWINGS
THESE DRAWINGS ARE SUBJECT
TO REVISIONS PENDING LOCAL
JURISDICTIONAL REVIEW AND ARE
NOT FINAL UNTIL APPROVED
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DRAWN: WMD
JOB No: 2011011 X
DATE: 09 /01 /21