APPROVED ENG PLN_BLD2022-0188+Architectural_Plan+2.11.2022_1.18.15_PM+2676452T/
I� I�
4�I'`.
`�i PHOTO AT AREA OF WO
AO NOT TO SCALE
Approved by Fire
02/28/2022 APRA ��ffi avav
Any alterations to fire alarm
will require a separate permit.
Address visible from parking
area.
Fire Alarm service and entry
BRACKETT APARTM E P
9501 244TH St. SW Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
Edmonds, WA per city standards that is caused or
occurs during the permitted project.
Catwalk Repairs Buildih
into Tegris will need to be ALL WORK SUBJECT APPROVED ENGINEERING DIVISION
d onds
u 4rtment
iR R. ADECKING, RAILING,
V �Y ST SW
x y APTS
Iding OfficialErir- Ccwivt r
Permit Number; BLD2022-0188
fin.al. TO FIELD PLANS MUST BE APPROVED AS NOTED
WORK INSPECTION FOR C r
CODE COMPLIANCE ON JOB SITE 03/08/2022
THE FOLLOWING SCOPE OF WORK AND DRAWINGS SHALL PROVIDE GUIDELINES FOR REPAIRS TO THE EXTERIOR
"CATWALK" LANDING AND STAIRS FOUND AT BUILDING I OF THE BRACKETT APARTMENT COMPLEX. DUE TO THE
IMPORTANCE OF REPAIRING THIS WALKWAY FOR EXITING, SOME OF THE WORK HAS ALREADY TAKEN PLACE. THE
INTENT OF THIS DOCUMENT IS TO CONFIRM THE REPAIR WORK MEETS THE INTENT OF THE APPLICABLE BUILDING
CODE AS FOLLOWS:
220018 INTERNATIONAL EXISTING BUILDING CODE (IBC) SECTIONS:
50 SCOPE. THE WORK PERFORMED ON AN EXISTING BUILDING SHALL BE CLASSIFIED IN ACCORDANCE WITH THIS CHAPTER
s-"- .2 WORK AREA. WORK AREA SHALL BE DEFINED ON THE CONSTRUCTION DOCUMENTS.
5011 SCOPE.
LE EL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, OR FIXTURES USING NEW
MA TERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE.
ClkPTER 7: ALTERATIONS - LEVEL 1
701.2 CONFORMANCE:
T� EXISTING BUILDING SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING CONDITION
70 .1 MEANS OF EGRESS
AL 'ERATIONS DONE TO THIS PROJECT WILL MAINTAIN THE LEVEL OF PROTECTION FOR THE EXISTING MEANS OF EGRESS
1.
2.
3.
NING 4
SITE MAP BUILDING
AO NOT TO SCALE
N1
6.
7.
8.
9.
10
11
E SCOPE OF WORK FOR THIS REPAIR PROJECT IS GENERALLY DESCRIBED BELOW AND ON ATTACHED DRAWINGS.
REPLACE WATER DAMAGED 4X12 BEAM WITH NEW BEAM TO MATCH EXISTING (4X12 HEM/FIR #2)
PROVIDE NEW 2X12 HEM/FIR #2 JOISTS ADJACENT TO EXISTING 2X12 JOISTS
REPLACE ANY DAMAGED FRAMING AT RIM AREAS WITH PRESSURE TREATED WOOD IN SIZES TO MATCH
EXISTING.
REPAIR AREAS OF WATER DAMAGED SHEATHING, AS NOTED ON PHOTO, WITH NEW 4" CDX SHEATHING TO
MATCH EXISTING. BASIS OF DESIGN DECK COATING IS PACIFIC POLYMERS ELASTO-DECK 5001 NG BASE COAT
WITH SAND BROADCAST INTO ELASTO-GLAZEAL-HT TOP COAT AND ACCESSORIES (SM7120PU SEALANTS, TIETEX
t-272 REINFORCING FABRICS AND 24 GA BONDERIZED METAL EDGE FLASHINGS)
PROVIDE BUTYL SELF ADHERED MEMBRANE OVER OUTER FACE OF BEAM PRIOR TO COVERING WITH EXTERIOR
TRIMS
REPLACE ANY DAMAGED PICKETS TO MATCH EXISTING WITH STAINLESS STEEL FASTENERS
REPLACE ANY DAMAGED GUARDRAIL FRAMING TO MATCH EXISTING
REPLACE SOFFIT WTIH EXTERIOR GRADE $" TYPE X GWB.
PROVIDE NEW 4" CONTINUOUS SOFFIT VENTS AT ALL REPLACED SOFFITS TYP.
PROVIDE DRIP EDGE L-ANGLE FLASHING UNDER PERIMETER OF OUTER RIM BOARD AS NOTED ON DRAWINGS.
PRIME AND PAINT AREAS TO MATCH EXISTING, AS PER BRACKETT APARTMENT INSTRUCTIONS REGARDING PAINT
MANUFACTURER AND COLOR(S).
GENERAL NOTES:
A. ANY VARIATIONS OR UNFORSEEN CONDITIONS SHALL BE REPORTED TO CLIENT.
B. ABB SHALL REVIEW CONDITIONS WITH CONTRACTOR AND WILL PROVIDE SUBSEQUENT REPAIR DIRECTIVES
WHERE REQUIRED. RECEIVED
C. ALL REPLACED FRAMING AND SHEATHING SHALL MATCH EXISTING.
D. FRAMING AND SHEATHING MUST BE DRY BEFORE COVERING. Feb 16 2022
OWNER/CONTRACTOR IS RESPONSIBLE FOR CITY OFEDMONDS
ENT
EROSION CONTROL AND DRAINAGE DEVE OPARTMENRVICES
AREA OF REPAIR
TO SHEATHING
AND DECK
COATING
1A DECK COATING REPAIR AREA
All 1/4"=1'-0"
EXISTING
EXTERIOR WALLS
EXISTING 4X12 PT 1
STRINGER WITH A2
CONCRETE
TREADS REMAINS
IN PLACE
11-0 I � A XI I �
I I I I I I o1 I I
I I I ID, I
NEW CODE
I I I 1
COMPLIANT
HANDRAILS EACH
I I I SIDE OF STEPS
ex st slope I ONE SIDE SHALL
a .112 1 I HAVE 1'-0" HANDRAIL
(D EXTENSIONS
�zI� I I 1
XIXUI I A2
w 104 O
�= EXISTING 4X12
BEAM
(7'� CAT WALK PLAN AT AREA OF WORK
Al 1 /4"= l'-0"
EXISTING
4X12
BEAM
AREA OF REPAIR
TO SHEATHING
AND DECK
COATING
EXISTING 42" HIGH
GUARDRAILS
REPLACE EXISTING
BEAM IN LIKE KIND:
4X12 HF#2
PRESSURE
TREATED
CANTILEVER BEAM
20 FT LENGTH
REMOVE AND RESET EXISTING
42" HIGH GUARDRAILS
WHERE NEW WORK IS
REQUIRED
1'-01,
1 TREAD.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
-iANDRAILS SHALL BE
MINIMUM OF
1-1/4" TOMAXIMUM OF
?" OUTSIDE DIAMETER.
RETURN HANDRAIL TO WALL OR BACK TO RAIL
-,PER IBC 1012.5, HANDRAILS SHALL CONTINUE TO
"-SLOPE FOR FOR THE DEPTH OF ONE TREAD
BEYOND THE BOTTOM RISER
NEW PAINTED METAL HANDRAIL WITH 1.5" MIN
CLEARANCE TO WALL SURFACE
STAIR TREADS
PER IBC 1012.5, HANDRAILS SHALL EXTEND STAIR WITHIN STAIRWELL
12" BEYOND TOP RISER TYP.
STAIR HANDRAIL GENERAL REQUIREMENTS
Al 1 /4"=1'-0"
RECEIVED
Feb 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
,r. - -'
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturer's
recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or ■
equivalent, shall be used. I
IRC R317.3.1 IBC 2304.10.5.1
r— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - I
Guardrails to withstand 200# force.
Infill spacing not to exceed 4".
------------------------------------
EXIST WRB AND SIDING LAP OVER
EXISTING DECK COATING
EXIST DECK COATING
(REPLACE WHERE
DAMAGED)
EXIST 4" CDX PLYWOOD
(REPLACE WHERE DAMAGED)
SLOPE TO DRAIN
— — — — — — — - — — — — — — — — — — — — — —
EXIST. 2X10 RIP DOWNS MATCH EXISTING
(REPLACE or SISTER WITH NEW JOISTS IF
DAMAGE IS LIMITED)
$" TYPE X EXTERIOR RATED GWB
PROVIDE CONTINUOUS 4" STRIP VENT
AT ALL SOFFIT AREAS
EXIST 2X6 CAP (REPLACE
WHERE DAMAGED)
EXIST 2X6 (REPLACE
WHERE DAMAGED)
2X2 @ 5" O.C. MATCH
EXISTING (REPLACE
WHERE DAMAGED)
1X4 BOARD TO MATCH
EXISTING, SET VERTICALLY
? OVER 2X2. (REPLACE WHERE
DAMAGED)
1
ih
2 24 GA EDGE
FLASHING
REPLACE BEAM WITH 4X12 PRESSURE TREATED (MATCH
EXISTING SIZE)
CAT WALK DETAIL SECTION
A2 1 1/2" = 1'-0"
COVER END OF BEAM WITH SELF ADHERED MEMBRANE BEFORE
ATTACHING TRIM BOARD COVER. ALLOW FOR DRAINAGE FROM
n IZ AM11r T/ M) MIXIrMTrM AIAiAX/ rM�RA MrAnn rKIM
MATCH FASTENER TYPE AND SPACING
OF EXISTING WHERE REPLACED
1X10 TK CEDAR BOARD -MATCH
EXISTING SET HORIZONTALLY OVER
2X2'S (REPLACE WHERE DAMAGED)
REPLACE ALL DAMAGED EDGE
JOISTS WITH 2X PRESSURE
TREATED WOOD TO MATCH
EXISTING, RIPPED TO FIT. ALL CUT
EDGES TO BE SEALED
PROVIDE 3/4X3/4" PRE FIN GALV
DRIP EDGE FLASHING SET IN
CONTINOUS BEAD OF BASF-NP1
SEALANT
PHOTO OF DAMAGED AREA
A2
PHOTO OF DECK GUARDRARECEIVED
Feb 16 2022
b�
Allana, Buick & Bers, Inc.
BRACKET LANDING - CAT WALK REPAIR
Date:
Issue:
—00
300 Elliot Avenue, Suite 250
Project Location:
ABBAE
02/03/22
Draft Review Set
Seattle, WA. 98121
9501 244 th St. SW
Project #:
227161.01
02/09/21
Contractor Issue Set
r�
www.abbae.com
www.abbae.com
Edmonds, WA, 98020
ALLANA
BuICK & 9ERI3
W:\Projects\22-7161.01 Greystar-Bracket
Landing Repair\05-CD \5.3 WORKING SET\5.3.1 CAD
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A2
Detail Section