APPROVED BLD BLD2023-0790+Architectural_Plan+6.23.2023_2.54.43_PM+3628472- 11603
REGISTERED
ARCHITECT
n / I
3
E
JJA,MES H R EY
STATE OF WASHINGTON
yI,����G{�[��{/����
.'7
.. .�.
♦
t
•� � .1.•�••O..I«pl••.i�lr r /r =I.I. y rN�11«
w•r., r r
I
•Y , tr v'v .,
L
—
— 1
��
' FAl�LIV T•j[jV{.
f-e •.a• . r 'I r r. r'v-
f- -
ti
;h Mr•
j
M-RA 1. -f—r
—. r;
11 301,�k
li LIV
(E) 7" X 16
PARALAM
-DECK
®®
M-B
ED =�� : E DIZOOM
�t .�';a a K'� I.I. r.�_ • �1
►71f°r ifi?irrrrr :1 a fR r' '�" I � it»rrrra, rrrrtr
c�rrr 1 •�,,.
^. •, ,:j"c: t4......• BATHS
. t1..•a?....i
rGACI o� ul \ 1•j Ts 77.y.alala.l..........»»M....y�
ENTRN
F=
(E)7"X16 (E)7"X16 ,, t(Ei7'X16
PARALAM PARALAM 9. PARALAM
I W � s j �rAcr1
30-2—
DIN
M;vff D
[11
J � '
NEW HATCH
'lei
LOCATIONSTAIRS
U r
�: f _
r ,�� � r.�nl
, n �� cx0nt(1
O
Nt
c'V
Q
.SHfPI I �I r
VICINITY MAP
G
T Z-BATI-i�- ���_�- r� ��, City: Of Edmonds
Tj RL UJVl Building Department
o ,-FT
�,•••� .� -� � r Work ; ROOF HATCH
a r ;
Address 522 ALDER ST
}!' � Owner ALDERRA CONDOS
g D ie 2
LEVEL 3 (E) CONDITIONS/FRAMING PLAN, ROOF HATCH L �,.����O'itOYfili
Permit Number: BLD2023-0790
PROJECT DATA
OWNER:
ALDERRA CONDOMINIUM HOMEOWNERS ASSOCIATION
OWNER CONTACT:
KERMIT & DANNA
ANDERSON
CERTA PROJECT MANAGER:
JOSEPH CORDES
jcordes@certasolutions.com
PROJECT ADDRESS:
522 ALDER STREET
EDMONDS, WA 98020
PARCEL NUMBER(S):
UNIT 101
00954600010100
UNIT 102
00954600010200
UNIT 201
00954600020100
UNIT 202
00954600020200
UNIT 301
00954600030100
UNIT 302
00954600030200
TAX CODE AREA:
00210
USE CODE:
143 SINGLE FAMILY
RESIDENCE CONDOMINIUM MULTIPLE
COUNTY:
SNOHOMISH
GENERAL NOTES - PROJECT
1. ALL WORK IS TO COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE WITH
WASHINGTON STATE AMENDMENTS.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE
ARCHITECT OF ANY CONFLICTING INFORMATION PRIOR TO THE START OF
CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT
SCALE THE DRAWINGS.
4. ALL NEW FRAMING TO BE BUILT OF 2x6 STUDS UNLESS NOTED OTHERWISE
5. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THAN 25
AND A SMOKE DENSITY RATING OF LESS THAN 450.
6. FIELD LOCATE ROOF HATCH WITH ARCHITECT. DO NOT CUT OR IN ANY WAY
DAMAGE THE EXISTING WOOD MEMBERS OF THE ROOF TRUSS ASSEMBLIES.
7. MAINTAIN ALL FIRE RATINGS IN THE AREA OF WORK.
ROOF HATCH: BILCO S-20 36X30 STEEL ROOF HATCH WITH INTEGRAL CURB
ROOF PATCHING: SOPREMAALSAN IRS, COMPLETE SYSTEM
CODE SUMMARY
1. EXISTING BUILDING TYPE: 5A, SPRINKLED
2. OCCUPANCY CLASSIFICATION: R-2
3. ROOF CONSTRUCTION: GYPSUM BOARD, GANG NAIL TRUSS, SHEATHING, ROOFING
SCOPE SUMMARY
THIS PROJECT WILL RESULT IN THE INSTALLATION OF A ROOF HATCH IN THE EXISTING
FLAT ROOF ASSEMBLY. THE LAYOUT OF THE HATCH WILL BE BETWEEN THE EXISTING
WOOD TRUSSES AND BE LOCATED ABOVE THE WESTERNMOST INTERIOR EGRESS
STAIRWAY.
s
D
m
El
PROJECT SITE
I 1
Beck Ln L — — — — , Beck Ln
APPROVED ALL WORK SUBJECT
PLANS MUST BE TO FIELD
ON JOB SITE INSPECTION FOR
CODE COMPLIANCE
H
W
U)
w
a
W
U
91
z o0
AS V O
O �
O 0o
w
Z-w
Z 0' �
O F_o'.
w w
U Quo
x
J Z
moo
o Q�Q
= K U
J L1J w
Q a
RECEIVED LU
L o
Jul 10 2023 0- Q
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
11603
REGISTERED
ARCHITECT
w— •-�
JAMES H R EY
STATE OF WASHINGTON
ROOF HATCH ASSEMBLY
ROOFING FLASHING
MEMBRANE FULLY SEALED
TO HATCH ENCLOSURE
CANT
(E) MEMBRANE REMOVED AND
REINSTATED AT WORK AREA
REPAIRED PROTECTION BOARD
REPAIRED POLYISO INSULATION
REPAIRED VAPOR BARRIER
REPAIRED ROOF SHEATHING AS
REQ'D
m
(2) LAYERS 5/8" TYPE X GWB
TYP HATCH CURB 2
3" = 1'-0"
GENERAL NOTES
1. DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE
2. ALL UNBACKED METAL FLASHING INCLUDING, BUT NOT LIMITED TO, THROUGH -WALL FLASHING AND FLASHING AT CASINGS SHALL BE 22-GAUGE METAL
OR THICKER AND HAVE A BAKED ON OR PREFINISHED COATING TO MATCH THE CLADDING OR THE TRIM WHERE APPLICABLE.
3. FOR ALL FFSAM, ENSURE FULL ADHESION TO CONTINUOUS SUBSTRATE. APPLY SEALANT AS NECESSARY TO ELIMINATE EDGE CURL.
4. ROOF SLOPES SHOWN FOR GENERAL ELEVATION COORDINATION ONLY. ROOFING CONTRACTOR TO FINALIZE DRAINAGE PLAN AND NOTIFY
CONSULTANT WHERE ELEVATIONS NOTES ARE EXCEEDED.
5. ELEVATIONS NOTED ARE FROM TOP OF PROTECTION BOARD. 6. ROOFING INSULATION THICKNESS TO BE FULL CODE REQUIRED R-VALUE OVER SLOPED ROOF ASSEMBLY. ROOF PLAN ■ R
QF;
3/3JLd I-®
I~
W
U)
H
W
a
W
u
z
a
J
DLuCV
w 0
C
O
0
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT