505 10TH AVE N.PDF1111111111
518
505 1 OTH AVE N
0 0
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TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: as�
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
DETERMINATION: E] Conditional Waiver 0 Study Required [j Waiver
SCALED PLOT PLAN DATED:
SEWER LID FEE LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:-,!5:2'3f
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DA
STREET USE ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:-.-,.ff2V
OTHER:
LATEMP\DS'PsTonns\Street File Checklist.doc
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OLITLET
CowTROL�
SLOPE-4- 4-
'To OUTLET
(N P RAP OR
'T
IkUNOFF
SPREADER)
SYSTEM CROSS SECTION
SEE PAGE 3 FOR OUTLET CONTROL DETAIL
2' 2' 09=r, -41- (-' SPAU-S (0% WQU^L)
7,Q 17x 2' oc. 3r DEEP, V4*— CRUSHED VOCV-
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OUTFLOW TRENCH, MIN'10' LOW,,
'rOP 4 4' PE*FLF PIPE -M BE L-F-VOL
. PF—RF PIPY=- WIT14 CNP.S
RUNOFF SPREADER OUTLET
SI&ARD DRAINAGE PLAN,
DETENTION SYSTEM
PAGE I OF 2
for - S C-" C—
location- 1-6* to VE
plan by -.17A
phone '77-S' 736?
date I-)! IL .1
DESIGN DATA
System Imperm Pipe Pipe Orifice
Number Area /Diam,/Leng�Y Diamete�,Z
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the resoonsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifice must be kept
open at all times.
R, "
J AN 2 4
CITY OF EDMONDS
CITY of EDMJ#D1 STREET FILEVE SEWER P E RJM [;I
For Inspection Call 771-3202 PERMIT NO. 07982
Address of Construction: 14,e
Property Legal Description (Include all easements): 40T 6
Owner and/or Builder:
Contractor & License No: Cl -o
Singl:e Family Residence
EDMONDS
T
Multi -Family (No. of Units TM T P
I TREATMENT PLANT
Commercial (No. offixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No Yes (If Yes, easement required,
attach legal description and county easement number.)
PLEA&E—READ THE�ITEMS LISTED ON THE BACK
IcE-f'tiJfy that 1/ha
,,Ve read and shallf comply
witH the items,,li5,ted on the back.
Permit Fee:
Trunk Charge:
Assessment Fee:
3c-
25-
& —el
Date
Issued By: -7-
Date Issued: 4— 20— JP51
Receipt No.: / 0 2- 2_4z
Partial Inspection:
Comments
Final Inspection Approved:
Date Initial
.:dl
00
Rejected:
CD
?A k
W'�, 4J 7�k
son
** PERMIT MUST BE POSTED ON JOB SITE **
Date Initial
I
Date 7—nitial
White Copy File
Green Copy -'Inspector
Bu Copy - pp icant
„'The City of Edmonds Side Sewer Drawing EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION go REPAIRS E] LID NO . .................. . ASMT. NO - ------------------
OWNER-------------------------------------------------------------------------- --------------------- CONTRACTOR ------------------------ PERMIT NO.0-7-9-9---:�,
JOB ADDRESS '--.--AVF N0� ----- ................... LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
0
3.5,Dp.
4"C-0-W!lf-
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(�'?-V-c dD -1 1 Da e- ia
PWW-0001-1 1/75 (REV.1 1/78)
NAMEOF ADDITION --------------------------------------------------------------------------------------------------------------------
EDMONDS
TREATMENT PLANT
cl k 0� I q Z
-lj
9 1 -%W*
3.5' PA.F-. pRop
& . C01%N.
4
MIA
00.0 LA V) 9LA
Approved- e rA TV
DATE ................. By ---------
. ...... . .. .....
NP,T,I,AL ... it4'sp.” 4-2442-5-1-)4�—.Rd.
10714 Av E 11
. PLANNING DATA
SINGLE FAMILY RESIDENTIAL
S TREE T ==FILE
Name: b C M a � w/
I
Date:
06 1�
Site Address: S� S� Lt.
Plan Check
Project Description:
'64(10 �-lf !�- 0
Reduced Site Plan Provided: NO)
Zoning:
12-
Map Page: —
Corner Lot: (YES
Flag Lot: (YES 1`405)
Critical Areas Determination #:
Study Required
El Waiver
SEPWAD t%ermination:
_ empt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist. 0 APO List with notarized form
Required Setbacks
Str��
D
I !jide-
yy�*
Rear:
ActualSetbacks
Street:.
2- -7
Side:
7.5
Side:
Rear:
e- k-,
Detached Structures:
Rockeries:
Fences/Trellise's:.
Bay Windows/Projecting Modulation:
El Stairs/Deck:
Ir
Height
Datum Point:. (A 1p� (Jr('uL0iaV
Datum Elevation
Maximum Height Allowed: - C I L- 2 5-
� ) .
Actual Height:
-21
Other
Parking Required�
Parking Provided:
ef
Lot'Area: r / "
Maximum Lot Coverage: 35% Proposed: 2 If. � /6
Lot Coverage Calculations: sc t�.5�o 4-
5P-
ADU Created: (YES
Subdivision:
e f-- S-4c l;-e--
Legal Nonconforming Land Use Determination Issued: (YES
1: let 4 r 44 C'
Comments7
A- — -ci'Z
qf. 5-
100�-75' JZ*Z":'��
Plan Review By:
Planning Data Form 04-11-06.doc
SHANNON D. RAMEY, P.E * STRUCTURAL DESIGN FOR REMODEL 7/7/14
8215 84th St. NE Marysville, Wa. 98270 DEMARAY RESIDENCE
ph. 425-327-4894 rampartsdr@hotmail.com EDMONDS, WA 98026
THESE CALCULATIONS ARE FOR DETERMINING THE TYPE OF CONSTRUCTION REQUIRED TO RESIST FORCES OF GRAVITY.
DESIGN OF INDIVIDUAL ELEMENTS SUCH AS JOISTS, HEADERS, FLOORS, RFTERS, TRUSSES, CONCRETE FOOTINGS, ETC, ARE
TO FOLLOW PRESCRIPTIVE INDUSTRY & CODE APPROVED METHODS. WHERE COMPONENTS HAVE BEEN DESIGNED, THE
ANALYSIS IS INCLUDED WITH THESE CALCULATIONS.
CALCULATIONS, DETAILS, AND SUPPORTING INFORMATION ARE ATTACHED. THIS INFORMATION IS INCORPORATED BY
REFERENCE HERE INTO THE DRAWINGS, PLANS, AND SPECIFICATIONS OF THE PROJECT.
SHANNON D. RAMEY, P.E.
LOADS, DEAD 8t LIVE
ROOF DEAD LOAD RD:= 429 + 327 + 103 + 129
16.513.5
FLOOR DEAD LOAD FD:= 620+ 237 + 1.5
158
FLOOR LIVE LOAD, BEDROOM SPACE FLb := 30
ROOF LIVE LOAD (SNOW) RL:= 25
ATTIC LIVE LOAD AL := 0
PARTITION WALL LOAD Pw:= 0
RD= 4.4
FD = 6.9
06 2 1 610 11 IGC,7
ROOF LIVE LOAD (GROUND SNOW LOAD PER IRC2009 8, ASCE 7-05)
GROUND SNOW LOAD pg 25 pf = 0.7-CeCfI-pg FLAT ROOF SNOW LOAD, EQN. 7-1
C,:= 0.9 EXPOSURE FACTOR FROM TABLE 7-2, CATEGORY B
ct:= 1.0 THERMAL FACTOR FROM TABLE 7-3
1:= 1.0 IMPORTANCE FACTOR FROM TABLE 7-4, CATE60RY
Pf := 0.7-CjCt-I-pg pf = 15.75 FLAT ROOF SNOW LOAD
PS '2 Cs-pf SLOPED ROOF SNOW LOAD, EQN. 7-2 CS:= 1.0 SLOPE FACTOR FOR COLD ROOF
jj�- Cs-pf
RL = 15.75 DESIGN SNOW LOAD FOR ROOF
IRESUB
SEP 15 2014
BUILDING DEPASUMENT
CITY OF EDMONDS
Hunicane ties:
TABLE R802.11
REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS
TO RESIST WIND UPLIFT
FORCES
4�
C�W
0
ROOF SPAN
OVERHANGS . ........... ..
(3-atcond gust)
28
36
(pounds"Itel)
17
-241
3 S.;
. ... . ........... .
90
.......... - .........................
-151
.272
-3� Q�
-43"',22
100
-131
-218
-2 2 "os
-14 9
11 -393
-436 i
..... . .....
.... . .....
. ... .
44
. . . ...............
Ao7
.... . . ............
-52f)
- - — ------ --
...........
H-TIES AT TRUSS ROOF: lift:= (72 + 39-2) lift= 150 USE #H3 EVERY TRUSS/RAFTER END
Demaray Truss Analysis: TRO (North Truss) dead load
Bending Stresses
Loads:
12 psf roof load distributed across top
1/4 of addition roof load from TR1 (West Truss) & TR2
(East Truss) 678 lbs/truss, split for TR2
12 psf floor dead load distributed between TRII & TR2
NOTE: Actual truss is double, calculated is single, therefore shown stresses are double that of actual
Max allowable bending stress: 1300psi
Max shown stress divided by 2 (for double truss): 314.9
Safety Factor: 4.12
Demaray Truss Analysis: TRO (North Truss) live load
Bending Stresses
Loads:
12 psf roof dead load, 25 psf roof live load distributed across top
1/4 of addition roof load, dead and live from TR1 & TR2, point loads
12 psf floor dead load, 30 psf floor live load distributed between TR1 & TR2
NOTE: Actual truss is double, calculated is single, therefore shown stresses
are double that of actual
Max allowable bending stress: 1300 psi
Max shown stress divided by 2 (for double trusss): 698.5 psi
Safety Factor: 1.86
671.3 psi f%&—psi
Co
Q0
ro
C
(09 -0
.
CD
9
ps-i
Ce)
101
533 Zpsi. P s'
262.9 Ipsi -.776.70
F x 11 uto
Y
F 654
gto lb
FY:�#:; 1:110.413
FY 4368 lb
Demaray Truss Analysis: TR1 (West Truss) dead load
Bending Stresses
Loads:
12 psf roof dead load, 25 psf roof live load distributed across top
1/2 of addition roof load
NOTE: Actual truss is double, calculated is single, therefore shown stresses are double that of actual.
2xl 0 floor joist also attached to rafter, further increasing strength
Max allowable bending stress: 1300 psi
Max shown stress divided by 2 (for double trusss): 282.6 psi
Safety Factor: 4.6
C):
C)
I
Demaray Truss Analysis: TR1 (West Truss) live load
Bending Stresses
Loads:
12 psf roof dead load, 25 psf roof live load distributed across top
1/2 of addition roof load
NOTE: Actual truss is double, calculated is single, therefore shown stresses are double that of actual. 2xl 0
floor joist also attached to rafter, further increasing strength
Max allowable bending stress: 1300 psi
Max shown stress divided by 2 (for double trusss): 857 psi
Safety Factor: 1.5 .
-S4-1.8.psi
=�144%9, lb
. vN-9 SIX
0)
0-
49 '�2
.09
Psi
losi
CV)
213.7.psi: 227.9 psi, 198.4 psi :9274'!
FY t:5458115::
11
Demaray Truss Analysis: TR2 (East Truss) dead load
Bending Stresses
Loads:
12 psf roof dead load, 25 psf roof live load distributed across top
1/2 of addition roof load, distributed across top
Supported by wall underneath
NOTE: Actual truss is double, calculated is single, therefore shown stresses are double that of actual.
2x1 0 floor joist also attached to rafter, further increasing strength
Max allowable bending stress: 1300 psi
Max shown stress divided by 2 (for double trusss): 113.6 psi
Safety Factor: 11.45
A
-207.0 - '-i
P§i
ps
—169fflb
CL
CL
LO
D
00
CL Z??
10 S/
�2,
0- CI)
isd qs'qc
isd 98'LZ-
!sd 9L*LL
—12.73 psi.
16a.0 lb:
FY::�"458.5: lb., �FY 5231.2 lb
FY
491-3:115
Demaray Truss Analysis: TR1 (East Truss) live load
Bending Stresses
Loads:
12 psf roof dead load, 25 psf roof live load distributed across top
1/2 of addition roof load distributed across top, 12 psf dead load, 25 psf live load
Supported by wall below
NOTE: Actual truss is double, calculated is single, therefore shown stresses are double that of actual.
2x1 0 floor joist also attached to rafter, further increasing strength
Max allowable bending stress: 1300 psi
Max shown stress divided by 2 (for double trusss): 335.9 psi
Safety Factor: 3.87
640'.6 p§i
- 1 486 7 lb
!sd L'qo�
486.71U.
,94 � lb
-613.6 psi
0-
psi
CL
CL Psi—
N 1�1 m
IQ
C>
!sd ZC't78- !sd ZC' t, ' 99.
32.71 0si
FY: J F il 6,OJL*
296]15:.� Y: FY. .5: lb
lb
DATE:
MEMO TO: Permit Coordinator, Building Division
FROM: Dan Smith, Engineering Inspector
ADDRESS: _�—/ / /()//-/
OWNER: -/I In le, 0 /"/g
After review of -the subject building permit application, we have the
following comments:
1) Construction hours are: WEEKDAYS 7:00am to 10:00pm
WEEKENDS/HOLIDAYS 10:00am to 6:00pm
2) A Right -of -Way construction permit is required for any work on
City property.
3) Connection to City water system required.
4) Connection to City sanitary sewer system required; obtain separate
permi t.
5) Water and sewer lines to be separa,t,ed by 10 foot minimum.
6) Driveway must be paved a minimum of 20 feet back from -City
right-of-way; separate permit required.
7) Driveway slope not to exceed 14%.
8) Back water valve -required if downstairs plumbing is below
elevation of upstream manhole.
9) Builder/Owner responsible for containing all temporary runoff and
erosion control on site. Construction may not impact neighboring
properties in any way.
10) No burning of construction refuse without approval from Fire Dept.
11) Street to be kept clean of debris, dirt, mud, and construction
materials.- Contractor responsible for dust control.
12) Inspection required on drainage system, catch basin -installation,
driveways, and sidewalks. A final engineering inspection is
required prior to the building division granting occupancy.-
W �X' Aef
" . /
V
PFCJECT IZLM54 CHECKUSr
PRIWECT NAME: PRWBCT ADDRESS:
APPLICATION REMIPT DATE:
I
Reviewed by: (initial/date)
COMMS
PLANNING
WrR/SM STREET -ENCZMG
FIRE
BUILDING
11117TI711
SINGLE FAMILY/MULTIPLE/COb*9=IAL - (Circle One)
SETBACKS OMMED - Plaming
VARLANCE- /SE7MCX ADJ.
CONDITIONAL USE PERMIT
2
77T/ 7 7
7777777777
ADB REQUIP0192M (M=
3
OTHER ZONING REQUIREMENTS
//////T/7
7777771777
-
4
///T
//////7/
ENVIFOVENTAL FEATURES
5
ACCESS SLOPE & VEHICLE ACCESS
6
DRAINAGE PLAN (on Site)
7
STREET FILE
7
7/7777777
7T7TI=
77TMW
8
777T/7
LEGAL DESCRIPTION VFRIFICATION
9
QUIT CLAIM/DF3)ICATICNS A
177i7TI77
1777MIl
10
EASEMEM - 1MLIC/PRIW-tTE
111777777777771
-777777777
CALCULATE SEWER CONNMTION IF NO LID#
111Tff
//////
717TI77ff
/////////
77///////
/////////
111711V
////////
1
12
7-777/7
PLAT/SUBDIVISICN REQUIREMENTS
13
R-TGJFr-OF-WAY CONSTRUCTION PERMIT Rrj-n
777777
117111111777777777'
14
BOND REOD FOR PUBLIC IMPROVEMMIS
M111
//////
71111111
////////
15
SOILS 00NDITIMIS & GROLM
77/777
WATER FIE11) CUECKED
//////
16
TM
WMT177
7T7777/77
STREET PAVING REQUIRM-
17
7777TITT
-ITITTITR
CURB AND GUITER REQUIRED
/////////
/////////
18
SIDEWALK RECUIRED
TITT77
77777T
TITITf FIT'
/ I/ V
19
CURB CUT FUR DRDIMAY REQD
20
7777TIT—
7777717777
—
STREET NAME SIGN REQD
21
777777-/77777T/7
OTHER SIGNING REQD
22
7777777777777777
SIDE SEWER AVAILABILI TY
/////////
/////////
23
EXISTING MTER MATN SIZE,
77Tr17
77T77771
/////////
0� I'D,
24
IM11111
77777-77277-
—
WATER MEIM SIZE
25
SERVICE LINE SIZE
77TTM/
—
26
HYDRANT REC)UIRED
17777TI7
7111111111
27
7777 7
T/ T1 T1 7 7 7
T/P/////f
T(
HYDRANT SIZE EXISTING
28
CROSS CIONNE�TION INSPECTION REQD
li
yg:
TITF17
7 TITTR7
/71
WATER METER MARGE REQD
////////
///////
11111117-717-711171
FIRE LINE CHARGE REQD - SPRINKLER
31
STREET CUT
11111111117A,
32
OPEN DITCH EXISTING
33
7 7 7 7 7 7
-777T/77-7T
7 I—FI7777T
REW
//////
/////////
/////////
34
11111T
-7-77-77-7777
CULVERT REQD
35
/77777
SIZE
x1^
36
11111T
777777777
777777777
CATOi 1111SIN REQD
37
IT1777771
I
INDICATIM ON SITE PLAN
In
38
SHOULDER DRAIMGE MAINTAIN
7 TF1 7
Tf TTI TR T
TFITI 777
Lr'
SHALE OPrN RUNOFF
39
111111177177777—
�!Isc:
-
40
N
REVI WED BY:
PLANNING MGR. ENGINEERING MGR. PUBTAC WORKS MGR.,
r2�1
T I V F D
, VWRKS
AVG GRA DE HEIGHT:
93'-11"
98'-6"
0
1001-91,
SETBACK
96'-10
1 /4"
69
LINES
AVG.=
?7'-6"
0.
- - - - - -
, 31
6.9'
981611
NEW ADDITION
165 SF COV.
12.2'
'o
11. 8'
;D
16
.61
Lo
<_
191- 9 11
C)
L
06
23.6'
c\j
12'-4 5 /8
< 10'-6 3/4"1
co
EXISTING HOME
b,
2880 SF COV.
c\j
7
..*ATUM DRAIN
�G, *T-E�
0
2
f
48'
1
�27'-2 3/8'
t=
;D
4—
28.4'
— — --- — — — —
96'10 1/4"
— — — — — — — — —
-
— — —
- - - - - - - - - -
- - - - - - - - - - 10019u
- - - - - - - - - - - -
-- - - - - - - - - -
L- - - - -
- - - - - - - - - - - - - -
IMPERVIOUS SURFACE CALCS
LOT AREA = 11605.8
EXISTING HOME = 2880
EXISTING DIRIVES/WALKS 1210
EXISTING D=-CK = 420
ADDITION = 0
TOTAL COV. .= 4510
NO NEW OR ADDITIONAL
IMPERVIOUS SURFACE
0.51
a— r% I
blTr. VLAN
Z<N SCALE: 11" = 10 ft
I
LOT COVERAGE CALCS
LOT AREA = 11605.8
'ALLOW. COV. = 35% = 4062
EXISTING HOME 2880
EXISTING DECK 420
ADDITION= 0
TOTAL COV. = 3300
OWNER: MARK & JILL DEMARAY
ADDRESS: 505 IOTH ST., EDMONDS, WA 98020
PARCEL NO.: 0054890000814
LEGAL: PUGET SOUND MCHY DEPOT 5 AC TRS BLK 000 D-14
TH PTN TR 8 DAF - COM AT SE COR SD TR 8 TH N00*11
38WALG E LN SD TR 8 8OFT TO TPB TH N89*50 54W PLW S
LN SD TR 8 70FT TH S84*18 74W 68.81FT TH S23*31 56W
79.53FT TO INT WITH S LN SD TR 8TH S89*50 54E ALG SD
S LN 160.50FT TAP WH IS IOFT WLY OF SE COR SD TR 8 TH
N06*56 IOE 80.56FT TO POB
V —4 1/ 4
9'-4 1/4"
+B,
W-2930 W03-2930 W03-2930
C)
rA
3:
3:
qMwAe Dr;TrqToR
HALF DomE
/HA/LF D
OFFICE
158 sq ft
NGLE PO-C DUPLEX
N FLOOR PLAN
SCALE: 1/41, = 1 ft
SIMPSON H3 AT
EkCH RAFTER END
RAFTERS, 2x8 AT
24" C/C
4
Lo
m
TRUSS -
SIMPSON HUS410�21`T
FOR- DOUBLE TRUSS
T-4p.
EXISTING ENGINEERED
DOUBLE TRUSS TRI,
RECOMMEND BRACING
TOP SPAN WITH 2X6.
EXISTING FLOOR JOIST
SECURED TO EAST
SIDE OF TRUSS.
TRUSS 8E-ARiNGi
EXISTING ENGINEERED
DOUBLE TRUSS TRO
1'-3 1/4"
BEARI NG
/ I
I �XISSTING .
ENGINEERED-
,,, -,—DOUBLE TRUSS-TR2
GENERAL STRUCTURAL NOTES:
I. ALL WORK TO COMPLY WITH ZG12 IRC,
2. DESIGN LOADS:
ROOF = 25 PSF SNOW LOAD
9 PSF DEAD LOAD
FLOOR = 40 PSF LIVE LOAD LIVING SPACES
30 PSF SLEEPING SPACES
-12 PSF--D-EAD'-LOAD, . .. ...
DECK = 40 PSF LIVE LOAD
15 PSF DEAD LOAD
WIND SPEED 85 MPH., EXPOSURE B, KZT=1.0
SEISMIC CATEGORY DI, SITE CLASS D
SEISMIC RESPONSE FACTOR Ss=1.200
(FROM USGS FOR SITE LAT.8, LON.)
8b,lL BEARING CAPACITY 1500 PSF ASSUMED
SOIL ACTIVE PRESSURE 40 PSI/FT
SOIL DENSITY 130 PCF
SOIL PASSIVE PRESSURE 250 PSF
3. MATERIALS:
RAMING LUMBER--HF#2
OSTS, HEADERS & BEAMS--DF#2
TRUSSES --ENGINEERED BY SUPPLIER
OISTS--HF#2
HEATHING--7/16 APA RATED OSB
UBFLOOR--3/4 APA RATED T&G PLYWOOD
PONCRET 2500 PSI, 5 1/2 SACK MIX
$TEEL REINFORCEMENT FY = 0,000 PSI
4. NAIL/FASTEN STRUCTURAL PANELS &
.FRAMING PER TABLE R602.30) IN 221012dRC
5. CORROSION PROTECTION: ALL FASTENERS,
�ONNECTORS, AND ANCHOR BOLTS IN CONTACT
WITH PRESSURE TREATED LUMBER ARE TO BE
GALVANIZED OR STAINLESS STEEL.
ENERGY CREDITi5A PER TABLE 406.2 (CREDIT = 0.5):
1. REPLACE WATER HEATER WITH
A. A GAS, PROPANE, OR OIL WATER HEATER WITH MIN EF OF 0.62
B. OR AN ELECTRIC WATER HEATER WITH MIN EF OF 0.93
2. REPLACE ALLI SHOWER HEADS AND SINK FAUCETS LESS
3. REPLACE LAVATORY FAUCETS WITH UNITS RATED AT 1.0 GP . M OR,.�L,E- S-S
ENGINEERING DIVISION
A AP
��Qy(IPD AS NOTED
WINDOWSCHEDULE
NUMBER
CITY
SIZE
EGRESS
DESCRIPTION
COMMENTS
wol
1
4030
FIXED GLASS
1
2613
AWNING
IW03
5
2930
SNGL CASEMENT-HR
ELEC RICAL SCHEDULE
NUMBER
QTY "IDESCRIPTION
COMMENTS
E01
5
DUPLEX
E02
I
HALF DOME - LIGHTING WHITE
E03
I
SINGL� POLE
IE04
I
CO/SMOKE DETECTOR
I
Sp" T REET FILE
�S
Xrp!
j-7-
V
I-J -
ILP% t k4
o-l\- Date: Ili
W45vireJa�jnot 6W/ -C>4c_9_
foi( 0(fi Ct 5f d Ct rWk)
c)
ui
RESU
SEP 15 2014
BUILDING DEPARTMENT
CITY OF EDMONDS