603 7TH AVE NSNOHOMISH CO.
(003 Wli iqvz �t-.J
Serving Brier, Edmonds, and 12425 Meridian Ave S
Mountlake Terrace Everett, WA 98208
Phone (425) 551-1200
www. FireDistrict.l. org Fax (425) 551-1272
LOCATION:
603 7 th Avenue N 98020
OUSINESS NAME:
Creekside Condos
MAILING
ADDRESS:
PO Box #9103, Seattle, WA 98109
BUSINESS OWNER:
Owen, Alice
.EMERGENCY-1:
KEY ACCESS-2: Greenstreet, Jeff
EMAIL:
PERSON CONTACTED: lic)
NAME OF INSPECTOR:
FIRE SYSTEMS: AS 2/15 FA 2/15 FIE 2/15 FD Lk Box
PHONE:
4257715153
HOME PHONE:
HOME PHONE:
HOME PHONE: 2064098508
FIRE PREVENTION
INSPECTION REPORT
Af__ DMONDS
0 BRIER
[3 MOUNTLAKE TERRACE
[3 UNINCORPORATED
CURRENT
CITY YES NO
BUSINESS M
LICENSE I I 1B
INITIAL INSPECTION DATE
DabalDs5Mwi.ftiadocATIONS
COMMUNICATIONS
jNn�j tj A k 1'.4
r23
2
2
3
TO 0, -I-+e—r C-0 )'k e ALLile
t3
4
4
5
5
6
6
7
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
In our continuing effort to promote fire safety and prevention within the community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during. our inspection which require attention to bring them into compliance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations. of the fire regulations does not imply approval of such conditions or violation.
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for
Mountlake Terrace or Brier, Call (425) 744-6231.
ir
0 3 tJ
SNOHOMISH C
FIRI
DISI
Serving Brier, Edmonds, and 12425 Meridian Ave S'
Mountlake Terrace Everett, WA 98208
Phone (425) 551-1200
wwW.FireDistrtct1.org Fax (425) 551-1272
a
FIRE PREVENTION
INSPECTION REPORT
0 EDMONDS
[3 BRIER
0 MOUNTLAKE TERRACE
[3 UNINCORPORATED
LOCATION: 603 7 th Avenue N 98020 Annual 17-A
SCHEDULED
BUSINESS NAME: Creekside Condos PHONE: 2067791109 DATEDUE i7,AU9L20_1,5—"�
MAILING LIFIR 422 253
ADDRESS: PO Box #9103, Seattle, WA 98109
BUSINESS OWNER: Los Services HOME PHONE:
EMERGENCY-1:. Los Services, Inc. HOME PHONE: 2067791109 CURRENT
KEY ACCESS-2: HOME PHONE: CITY YES NO
BUSINESS
EMAIL: LICENSE
PERSON CONTACTED: INITIAL INSPECTION DATE
NAME OF INSPECTOR:
FIRE SYSTEMS: AS 2/15 FA 2/ .15 FE /tE7'FD Lk Borfs),
Date Last Serviced:.
HAZARDS FOUND AND LOCATIONS COM�UNICATIONS
2_
2
3
3
4
4
5
6
5
6
7
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
1st RE -INSPECTION
PERSON
,F�NT��TED:
jl�.SPECTC�F�
2nd RE -INSPECTION
DATE DUE:
EXTENSION
GRANTEDTO:
PRE -CITATION
LETTER SENT
DATE:
FINAL RE -INSPECTION
TE DUE-
VIOLATIONS
CITED:
PERSON
CONTACTED:
INSPECTOR:
._aA —
PERSON
CONTACTE
—
INSPECTOR:
2
3
DATE:
DATE:
DATE:
Ti6ai_iONS
VIOLATIONS;-
1 5
CITATION ISSUED
NUMBER:
4
2
6
CODE
SECTION:
5
7
3
7
RETURN RECEIPT
RECEIVED
6
4
18
4
18
DATE:
DISPOSITION:
7
\1. LETTER NEEDED C] YES NO
LETTER NEEDED 0 YES [I NO
a
tUARDIAN SECURIrY E-d' I W Fire Department
scald. Z) Silverdale C3 8.11ingluirn CONFIDENCE TESTING
1743 First Avenue South WS Provost Rd #ZD4 1501 Kentucky street
Seatue,WA 93134 Silverdale, WA 138343 "llngrienWA 941229 FIRE ALARM SYSTEM CTF-8)
1400-192-6993 260,39M738 360.6,174110
G UARDSS233KS D6te of Inspection
Facility — Lf I - X )I U 1 15
Address
Building owner Phone#
)$Annual 0 Semi -Annual 7 ch, rtertv 0 81-Morithly 0 Monthly
IINE CHECK
MAIN FIRE CONTROL P NE CHECKS -7
it
2. No. of Initiating Circuits No� of Signaling
4 Batery Voltages Under Load W/Si net Devices Operating- #1 #2— #3 04
ration.,_ -.,rn!ns .....
Rattery.Tbst.nz
6. Trouble Sign . al w1AC Power Off:, PIN9 OWA ExRl?��: _7
Standby (Batt
Ol5erateSafi5,artarj_bq'.' eryj owei4:�.
8� Ali Circuits Operate Satislactory On AC Power, �D No 0 NIA Explain:
impt� fiecliedForElectroa,
10. Control Fanal ChecksMade Per Manufacturers jrstructions� Xyes :1 N o 0 NIA Explain:
11. Ail Auxiliary Equipment Operates
F.
xplain:
-per ED A
Do—e'o,
..ud 1!1 NiA
13. Monitoring Stafior.Alarnri Circuit(s), VLyes F] No 0 NIA Explain:
No Explal'
:F rcti6ri(,1144-a
Y.0 Ifed) Ope!ams Yes
V�yas ONO 0 NIA E_ x p I -a I n:
15. Panel Key Available:
s at 0 a.; n-el,: Yes �0 Nd _NIA.: :":!.Explain,
ingInstuclior
17. Test/Service Record at Fire Alarm Control Panei� tyes C1 No If oo, where filed?
NO. OF UNITS RESULTS NO. OF UNITS
EQUIPMENT TYPE IN
BUIL
'7
Audio (Sells, Hams, Chimes, Voice Alarm Speakers) NO
u airr, ces.,
lz� _De�r'
Yes No
Audio/Visual Devices
Z
6ei e*4
A yes d IV NO
Heat Detectors
�N'
ons eb �* + :+ 0
Trouble Indicators yes No
No
as
Auto Door Unlocks (Fall Safe Operation) Yes No
Aijf Poo .9 1 No
Fire/Smoke Dampers (Ventilation Controls) Yes No
Yet,
Feemans Phones
es
y'
% Yes,4�QTwd No
Elevator Capture Phase #1 7—
N
y
P6 : 0
ase ff2.- :.Ic— NO
Generator Starts 9. . .", .6 : J':
:7 , es
Autoi� C�6nbkleiFlo-JvSwitctie�
ati
- A 9 u to I m - a . tic Sprinklar Supervisory S'vitches Yes No
6 Tampers, Yes
Control'Valve Supervisory Switches yes No
d yft 0.,
E,xr�rior Ware; Motor'bell,Go-T6
Fire Depar . tmenl Monitoring Yes No
Y.'s No
Name of Alarm Monitoring Company
YCS No
This Certifies that this fire alarm system has been properly inspected for reliability to cover the items listed in this report, is consistent with fire
alarm maintenance standards, discrepancies are noted and have been repo rtej_Lo_1baA&wli6'mg owner/Manager for corrective Action.
j
gnature ot tnspTtTrITechnician
Faoity ownerlmrager
T.ah_ni,_,�n —Electrical Lice-# Technician Certification #
ProNems F di -
Correction Made:
Delp- Corrected By:
9ev, 0611 VD?
Proprietary and Conlidential
GUARDIAN SECMUTY
S00%
*11A3
0 lritwdale 0 SaIll liharn
FirstAnue Sctdh
9435 Pro�ost Rd 9204 19011"Kentuelly Strest
r
S.Aftl.,WA 98134
Silvendale.11VA 943113* Saftingnain, WA 98223
1400282.6"ll
360,392-3738 360-947-0110 . .
U # GUAROSS233KS
I.IM366-1005
Facility
Addres
Buildini
MAIN FIRE CONTROL P ECKS
0 .� ... _�`; z' T
�*ICZ:"".��l_'_ V.-2
2. No. of Initiating No. of Sig-na
_� a
4. Battery Voltages Under Load'�21ual Devices operating: #1
......... ....... ..
--Fire Departirn e*nt
CONFIDENCE TESTING
FIRE ALARM SYSTEM CTF-8)
Date of Inspection 0 /2-0/6
Senti-Annual 0 Quarterly — _L —1014ylonthlY !_j
#3 #4
...... 0 No 0 NIA Explain:
6. Trouble Signal w/AC Power Off:
-0
yvi
�0�eiate:sali aclory� TV
8. All Circuits Crpqrate,��b� �F!�7 qr�.�C P!?�!,�" §Lyes D No L] NIA Explain:
"cit uper-0,
ae fial
10. Control Panel Checks Made Per Manufacturers. InstrucIp 0 NIA Explal
Z_
11 All Auxiliary Equipment Opera,
Vio
Eiplain:
2m,'�.
Explain:!#
13. Monitoring Station Alarm Circuit(s): yes .0 No 0 NIA
140-
15.P;anal Key Available: Was _!,I�..O.N/A
UN"",
Yes
17. Tost/Servicer Record at Fire Alarm &'rltroi Panel.
F-1 No if. no, where filed?
Z+
NO. OF UNITS
EQUIPMENT TYPE NO. OF UNITS RESULTS
Eb IN BUILD.
Audio (Bells, Horns, Chimes, Voice Alarm Speakers) Yes -4>L No Z
o+
J,
AudioMsual Devices yes No.:7—
H a it D e teclors Yes __2SL No
Trouble Indicators
N..
Auto Door Unlocks (Fail Safe Operation)
Yes No
Fire/Smoke Dampers (Ventilation Controls)
Yes No
pl.bleaie'etor 'q�: 6.
, . *1. 1!
Firernans Phones
Yes No
Yes No
Elevator Capture Phase #1
o
Generator Starts
wL c es
Yes No
Y'
Automatic Sprinkler Supervisory Switches
Yes No
pri el.Milve Tam0er.Swi che
P(na S - ni�l
c
Control Valve Supervisory Switches
Yes No. —
�txljr &!N�tbflvlotor 11113on
Fire Department Monitoring
Yes No
.%r. - "' .'� ; �7-
Yes -
Name of Alarm Monitoring 90T��y,
_. - I . �' : � " ;+� .�', ; _
W Yes+
This Certifies that this fire alarm system has been properly inspected for reliability to cover the items listed in this report, is consistent with fire
alarm maintenance standards, discrepancies are noted and have been reported j2;LcjuW4ing OwnerfManager for corrective Action.
Signatum of., InspectrrIT-echniclan
Signature if: Facility OwnerfManager
SO 4AL_ %zo
Technician Electrical Llc�n_se#
Technician Certification #
Problems Found:
Correction Made:
Date Corrected
By:
Rev. OEI 11/02
Proprietary and Confidential
3/27/2014 12:52 pm System Event Report
Sorted by Installer#
Installer# First to Last CS# 75772688 to 75772688 Site Type All
Employee# All Corporate Acct. All System Type All
Page 1 of I
Dates 3/27/2014 to 3127/2014
Reporting Group All
Date
CS#
Op
Zone Event Location/Comment Disposition Scheduled
Installer 75014 (GSB) Guardian Security
(Bel.)
Site Name Edmonds Creekside Condos Site Addres§_60 _-_7ih Avenue N. (Building A) -Edmonds, WA 98020
3/27/2014 09:44:35
75772688
E602 20 TIMER TEST zone:O
3/27/2014 10:07:17
75772688
2 2322;Tmuble:EW
3/27/2014 10:09:01
75772688
SCB
AA Alarm Accessed
3/27/2014 10:09:13
75772688
SCB
1999 PASSCARD
(GSB) Guardian Security (Bel.)
3/27/2014 10:09:13
75772688
SCB
ONTEST PLACED ON TE *Test
Cat: 8
Expires: 03/27/2014 11:00;00 All Zones
3/27/2014 10:09:19
75772688
SC13
4612 *-*FULL CLEAR- Full Clear
3/27/2014 10:10:35
75772688
1 2371 A:FIRE:FE *Test General
3/27/2014 10:10:50
75772688
1 CIR1 40 :Restore of Condil *Test General
3/27/2014 10:11:40
75772688
2 CIR1 40 :Restore of Condil *Test
3/27/2014 10:14:07
75772688
EJ13
1999 PASSCARD
(GSB) Guardian Security (Bel.)
3/27/2014 10:14:08
75772688
EJB
WEST CLEAR TEST *Test
Cat: 8
User/Phone
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Installer 75014 (GSB) Guardian Security (Bel.) Page I of I
3127/2014 12:52 pm
System Event Report
Sorted by Installer#
Installer# First to Last
CS# 75772689 to 75772689 Site Type All
Employee# All
Corporate Acct. All System Type All
Date
CS#
Op
Zone Event Location/Comment Disposition
Installer 75014 (GSB) Guardian Security
(Bel.)
Site Name Edmonds Creekside Condos Site Address 609 - 7th Ave N. (Bldg B) Edmonds, WA 98020
3/27/2014 10:21:23
75772689
LJO
1999 PASSCARD
(GSB) Guardian Security (Bel.)
3/27/2014 10:21:23
75772689
LJO
ONTEST PLACED ON TE *Test
Cat: 8
Expires: 03/27/2014 12:00:00 All Zones
3/27/2014 10:22:28
75772689
2 ,Trouble.,SEW �Test
3/27/2014 10:22:57
75772689
2373 F
F 'Test General
SE
SE 'Test General
3/27/2014 10:22:59
75772689
b e
2 2321 :Trouble: W *Test
W *Test
3/27/2014 10:23:28
75772689
1 CIR1 40:Restore of dil *Test General
a s 0 'e Of dit *Test General
3/27/2014 10:23:34
75772689
es 0 re
2 CIR1 40 :Restore of Condil est
0 r
f Cond est
3127/2014 10:23:43
75772689
2 2321 :Trouble:SEW -Te
3127/2014 10:24:36
75772689
2 CIR140 :Restore of Condi: *Test
- st
3127/2014 10:25:38
75772689
LJO
CILTEST CLEAR TEST *Test
X
Cat: 8
3/27/2014 10:25:40
75772689
LJO
1999 PASSCARD
(GSB) Guardian Security Bel.)
Page 1 of I
Dates 3/27/2014 to 3127/2014
Reporting Group All
Scheduled User/Phone
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Conrad Berube (Seattle Branch)
Installer 75014 (GSB) Guardian Security (Bel.) Page I of I
690 33 7 AJ ts/e56
00 t3 - 12-2
�,In
774�4 77gB 3-t [F.3 telfiNet
CORPORATION ForAlarm Monitoring
RF Subscriber Unit RECEIVED
UL Fire, AA Burglary and NFPA-72 Compliant G%CT 3 1 2013
UL Listed
UL Listed Central
Station
Remote Station
864 Ed 9, 827, 1610,
365, 681
CSFM
NFPA
RF Section 8.6.3.5
Advanced Wireless Alarm Monitoring
The 7744/7788 smart subscriber unit links an alarm panel to an
alarm monitoring central station. This 2-way transceiver and
repeater in one is housed in a full size locking steel cabinet for
superior performance. The 7744/7788 supports a wide range of
inputs such as NO/NC/EOL and direct voltage. It automatically
senses wire and antenna cuts, and monitors battery and AC
power status. Advanced status reporting, self -diagnostics and a
built-in power supply make the 7744/7788 the first choice for all
wireless alarm communication needs.
Full Data for Fire and Burglary
Use with the optional Firetap for full fire data or the IntelliTap for
full fire and burglary data.
_FireTap .7770 W.
InteilliTap 7067,"O�
.,NEMA.4:Enclosure
A
;Hijh-G2iin' htenna
Additional',Back'.Up .'Battery
Available,.'in',Bu�,glary -.Beige
or;Fire Red
DEVELOPMENT SERVICES
Options �60PVTUVData for
�fire and,:13un4lary
.:oAvaillable �i.n. 7744A 7788
Zone:Config u rations
Built'in Power StApp!y:
rb
.and.Batte er.
I jo,
r.-.'LOcad.Annundiation
�Qptions'bn'136'and -
7:
7 1.
Si
'h i-ki -,an
re'lessjrnes �netwo Ing js
techh5
-wit ;apo icabions
many;in u.stnes h
d ta.qvqr-.-
a
�q
�al�irge.:geq'r-�Ohic` rda,�with*.aNdh
g a,
levdl,ofreliatiili� at.p'4o'�16tal,co*st
faqwnershio"
-t�hie'adv'ahc6d desii0h*and,2-Way-'
mrT!unir-ations'capa6ii"�:or,o�.i.di§,i�..,,
-�.'�-e�isy,,ihstallation�.�expansion; �an d
'in aha6e�n6nt,,Wh�n,!p�` �preo:.'io_
6th
both -Wirdd,, a�hd-,Wireless_.
RF Subscriber Unit
Technical Specifications
Radio -
Standard CSAA frequency ranges:
450-470 MHz and 130-174 MHz, VHF
and UHF. Others available
Standard Output Power
2 wafts (requires FCC license)
Power Input
16.5 VAC, 40VA UL listed
Class 11 transformer required
Voltage
"12 VDC nominal
Current
_1 75mA standby; 8OOmA transmit
Alarm Signal Inputs
* 4 individually programmable Zones:
NO/NC/EOL, trouble restore
* RS-232
Reversing voltage (7744 only) 12 or
24 VDC
Operating Temperature Range
0* to 50*C, 32' to 122*F
Storage Temperature Range
-10o to 60oC, 14o to 1407
Relative Humidity Range
0-85% RHC non -condensing
Back up Battery
12V, 7 AH
Low Battery Reporting
22.5-minute test cycle
AC Status
Reports to central station after
approximately 60 minutes without AC
power, reports power restored after
approximately 130 minutes of restored
power. programmable from 60 to 180
minutes
Antenna Cut (local reporting)
Form'C'Contact 1 AMP
Size
13.25*H x 8.5*W x 4.3"D
34cm x 21.5cm x 11 cm
Weight
6.4 lbs, 2.9 Kilograms
(excluding battery)
Colors
Available in standard
Burglary Beige or Fire Red
Please specify when ordering
Available Options
7788 RF subscriber unit
with 8 EOL inputs
7744 RF subscriber unit with 4 EOL
inputs and 4 reverse polarity inputs
7770 - FireTap
7067 - IntelliTap
NEMA 4 Enclosure
Please specify when ordering
AES-Iniel[iNet' is the industry leader in delivering high quality wireless mesh
networks to the fire and security industry in commercial,, --corporate, government,
and educational applications with its broad line of products and advanced network
management tools Users of AES-IntelliNet networi�s have gained significant rev-
enue, communications. and cost advantages while meeting the high standards of
reliability required. for the fire and security industry. AES-IntelliNet alarm monitoring
systems are deployed at hundreds of thousands of locations in over 130 countries
girjo!�:__ —
et
A C: In tefflN
CORPORATION For Alarm Monitoring
For more information
Call 800-AES-NETS (800-237-6387)
AES Corporation 1285 Newbury Street I Peabody, MA 01960 USA
Tel. +1 978-535-7310 1 Fax +1 978-535-7313 1 Email info@aes-intellinet.com
Web www.aes-intellinet.com
Available configurations
- 7788, 8 EOL inputs
�w L44
Cll,ly 1�j_ I
low
G;i5G;7
GwZG;J"QGtr i I . CONFIDENCE TESTING
Protection & Communications, Inc.' FIRE ALARM SYSTEM
(800) 7,74-9009 - Fax (425) 774-6317 TEST REPORT
www. pro-comm-onfine. com'
� 41
NAME OF FACILITY
<2ffA� /19 -r e6440
PHONE NO.,
-'?W —116'q
DATE INSPECTION
712.
ADDRESS
-7 A.J
STATE
zip
)�4'
OCCUPIED AS
MONITORED BY
ACCT#
TYPE OF TEST 7��M
MO . NTHLY El QUARTERLY [:1 SEMI ANNUAL, El ANNPAL-4 AC�;EPT El
LICENCE
BATTERY VOLTAGE VOLTS
BATTERY UNDER VOLTS--
FULL LOAD
CHARGE CIRCUIT VOLTS
.276
ITEM
YES
NO
N/A
ITEM
'YES
NO,
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVISION
SY STEM WIRING CONFORMS
TO NFPA STANDARDS
SYSTEM OPERATES
ON STANDBY POWER
CONTROLPANELCHECKED
PERNFPA&MFGINST.
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ON AC POWER
AUXILIARY EQUIP.
OPERATES
O`T'IHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENTTESTED
NO. OF UNITS
SATISFACTORY �
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM I SPEAKERS
ANNUNCIATORS
VISUAL ALARM D.EVICES
ELEVATOR CALL DOWN
HEAT DETECTO RS
DOOR RELEASE
SMOKE DETECTORS
al
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONEJACKS
SPRINKLER
SUPERVISORY,SWITCHES
AUTO DOOR UNLOCKS
SPRINKLER
FLOW SWITCHES
-(FAIL-SAFE)
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER
PANEL AND MODEL
OTHER
SERVICE TECHNICIAN NOTES Fir6Watch required, threat level., 1 2 3 (see reverse for a threat level explaination)
JHIS I STO CERTIFY THATTHIS F1 I REALARM HAS BEEN PROP . E . RLY TESTEDAND]NSP . ECfED FOR RELIABILITY..".,
,TO'COVER ITEMS LISTED IN THI&REPORT, IS CONSISTENTWITH FIRE ALARM MAINTENANCE STANDARDS:.
,S ORMED ABOUT ANY NEEDED REPAIRS OR DISCREPANCIES. NON� [I A
OWNER WA INF, A
,OWNER OR FACILITY REPRESENTATIVE
DATE
TECHNICIAN
4t",
LICENSE NO.,
SIGNATURE
":,ill
t��
CONFIDENCE TESTING
Protdction &Communications, Inc. FIRE ALARM SYSTEM
(800) 774-9099 9 Fax (425) 774-6317 TEST REPORT
www. pro -c.o mm-on line. com
NAME OF FACILITY
PHONE
DATE INSPECTION
'ADDRESS
CIT�y STATE
ZIP
OCCUPIEDAS
MONITORED BY
ACCT,#
TYPE OF TEST
MONTHLY El OUARTERLY El
SEMIANNUALE]
ANNUAI_79�_ ACCEPT
PRO-COMM LICENCE
BATTERY VOLTAGE VOLTS
BATTERY UNDER VOLTS
FULL LOAD
CHARGE CIRCUIT VOLTS
ITEM
YES
NO
N/A
ITEM
"YES
NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVISION
SYSTEM WIRING CONFORMS
TO NFPA STANDARDS
SYSTEM OPERATES
--ON-STANDBY-POWER
CONTROLPANELCHECKED
�P �_BNFeM,& N
KEY TO PANEL
AVAILA13LE
SIGNALS OPERATE
ON AC POWER
AUXILIARY,1EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENTTESTED
NO. OF UNITS
SATISFACTORY
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM, SPEAKERS
13
1�
13
ANNUNCIATORS
VISUAL ALARM DEVICES
ELEVATOR'6ALL DOWN
HEAT DETECTORS.-
DOOR RELEASE
SMOK E DETECTORS
FIRE & SM . OKE DAMP I ERS,
MANUAL PULL STATIONS
PHONEJACKS
SPRINKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
IOTHER
CENTRAL STATION
OTHER
771ENNTI—LATION CONTROLS
OPERATE
OTHER
PANEL AND MODEL`—
OTHER
SERVICE TECHNICIAN NOTES FireWatch required,
threat level explaination)
THIS IS TO CERTIFY THATTHIS FIREALARM HAS BEEN PROPERLY TESTED AND INSPECTED FOR RELIABILITY
TO COVER ITEMS LISTED IN THIS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFORMED ABOUT ANY NEEDED REPAIRS OR DISCREPANCIES. NONE �YES
OWNER OR FACILITY REPRESENTATIVE
DATE
TECHNICIAN
LICENSE NO.
o", elf,
SIGNATURE
CONFIDENCE TESTING
Protecti on 'S Communications, Inc. FIRE ALARM SYSTEM-
(800) 774-9099 e Fax (425) 774-6317 TEST REPORT
www. pro-comm-onfine. com
NAME OF FACILITY
C k < st p 5. Cor-od
PHONE NO-
.rlc(
DATE IN PECTION
-7 /� 6 //'t
ADDRESS
1A) r '-/
CITY STATE
�' 11w
zip
OCCUPIEDAS
MONITORED BY
ACCT#
TYPE OF TEST
MONTHLY E] QUARTERLY F-1 SEMIANNUALE] ANNUAL ACCEPTE]
PRO-COMM LICENCE
BATTERY VOLTAGE LTS
'2.M'
BATTERY UNDER VOL?
FULL'LOAD .2 t/.
CHARGE CIRCUIT VOLTS
—)?. e
ITEM
YES
NO
N/A
ITEM
YES
I NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS'EHECKED
-F-OF3.SUPERVISION.
SYSTEM WIRING CONFORMS
--TO NFPA STANDARDS
SYSTEM OPERATES
ON STANDBY POWER
CONTROLPANELCHECKED
PER NFPA & MFG INST.
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ON AC POWER
AUXILIARY EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS..
AT PANEL
.OTHER
0
EQUIPMENTTESTED
NO. OF UNITS
S ISFACTORY
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO_
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO-
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM, SPEAKERS
ANNUNCIATORS
VISUAL ALARM DEVICES
ELEVATOR CALL DOWN
HEAT DETECTORS
DOOR RELEASE
SMOKE DETECTORS
0
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONEJACKS
SPRINKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
.-T
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER
PANEL AND MODEL
OTHER
SERVICE TECHNICIAN NOTES Fire Watch required, threat level 1 2 3 (see reverse for a threat level explaination)
Sc)
--7:
THIS,ISTO!CERTIFYTHAT THIS FIRE ALARwHAS BEEN PROPERLY TESTED AND INSPECTED; FOR'RELIABILITY
TO.0 1:17EMS LIS THIS BE -PORT. IS I CO NSISTENT WITH Fl R 11 EA I L'AAM,MAI*NTENANCE STANDARDS:--
E9 TEDJN�
,9$'AB� T A'N�&Ei;Eb REPAIRS OR DISCREPANCIES.
.OWNER WAS INFORMF NONE YES',t
OWNER OR FACILI=IV
DATE
TECHNICIAN
LICENSE NO.
SIGNATURE
PM
S
CONRIDENCE TESTING
"Protection &-Comm* unications, Inc., FIRE. A:LA.RM "SYSTEM'
774-9099,,- Fax.(425)%774-6317
TEST!REPORT
www.pro-comm- h -. c o m:,
onine,
D P CTIOA
PHONE NO�
��NAME�OF ACILI, At
oz
A �CTI�l
ADDRESS
STAT
ZIP
OCCUPIED AS
MONITORED B
ACCT#
TYPE OF TEST
MONTHLY El QUARTERLY [:1 SEMI ANNUAL [I ANNUALJX, 'ACCEPTt
PR O-CO MM LI CENCE
BATTERY VOLTAGEO VOLTS
c
BATTERY UNDE�� L3 VOLI
FULLLOAD
CHARGE CIRCUIT VOLTS
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVISION
SYSTEM WIRING CONFORMS
TO NFPA STANDARDS
SYSTEM OPERATES
ON STANDBY POWER
CONTROCPANELCHECKED
PER NFPA &MFG INST
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ONACPOWER
AUXILIARY EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENT/fE�TED
NO. OF UNITS
SATISFACTORY
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES_
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM, SPEAKERS
ANNUNCIATORS
VISUALALARM DEVICES
ELEVATOR CALL DOWN
HEAT DETECTORS
DOOR RELEASE
SMOKE DETECTORS
0
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONEJACKS
SPRINKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER
PANEL AND MODEL
7"
OTHER
SERVICE TECHNICIAN NOTES -Fire Watch required, threat level 1 2 3 (see reverse for threat level explaination)
A
ACT- bv,� zoj�. — Ag4u'q, Ibc, �w W ]k 00,0a���
THIS IS TO CERTIFY THAT THIS FIRE ALARM HAS BEEN PROPERLY TESTED AND INSPECTED FOR RELIABILITY,
TO COVER ITEMS LISTED IN-T.�IS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFQRk4ED ABOU)T ANY NEEDED REPAIRS OR DISCREPANCIES. NONE YES El
OIKNER OR folLITYREPRE EN VE
"g
DATE
TECHNI
LICENSE NO.
SIGNATURE
CONFIOENCE TESTING
I IL I
Protection a Communications, I= FIRE ALARM SYSTEM
TEST REPORT
(906��74'0099 Faix (425) 774-6317
Comm-online.com
p'.. ww. pro,--
N�ME-OF FICILITY.
A4
PHONE NO. :7 9
DAT INSPECTION
'ADDRESS
& O�2 -7 _0,�,e
Clrj��r AA"
SIATE)
Ck
ZIP
1 9
OCCUPIEDAS
RON Tql�IED BY
L
ACCT#
9-2 a
TYPE OF TEST
MO . NTHLY El QUARTERLY F-1 SEMIANNUALE] ANNUAL Nr ACCEPTE] jPR0
-COMM LICENCE
BATTERY VOL OLTS.
L/ C
BATTERY UNDER VOLTS
FULLLOAD ___ :3
1.
CHARGE CIRCUIT VOLTS
1
ITEM
YES
NO
N/A
.
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVISION
SYSTEM WIRING CONFORMS
TO NFPA STANDARDS
SYSTEM OPERATES',
ON STANDBY POWER
PER NFPA & MFG INST.
KEYTOPANErz�_' :1z-"
AVAILABLE
SIGNALS OPERATE
ONACPOWER
AUXILIARY EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENTTESTED
NO. OF UNITS
SATISFACTORY-
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM, SPEAKERS
ANNUNCIATORS
VISUALALARM DEVICES
ELEVATOR CALL DOWN
HEAT DETECTORS',
DOOR RELEASE
SMOKE DETECTORS
FIRE & SMOKE DAMPERS'
MANUAL PULL STATIONS
PHONEJACKS
.SPRINKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER.- r
FLOW SWITCHES
IOTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER
PANEL AND MODEL
OTHER
SERVICE TECHNICIAN NOTES Fire Watch required, threat level 1 2 3 (see reverse for a threat level explaination)
THIS IS TO CERTIFY THAT THIS FIRE ALARM HAS BEEN. PROPERLY TESTED AND INSPECTED FOR RELIABILITY
TO COVER ITEMS LISTED IN THIS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFGRMED-A50,UT ANY NEEDED REPAIRS OR DISCREPANCIES. NONE Y ES
OWNER Op FACILMY REP t-8ENTATIVE
DATE
TEC
LICENSE NO.
CONFIDENCE TESTING
FIRE ALARM SYSTEM
'TEST REPORT,
A�
PIH014E NO
DATE I )NPECTION
<
ADDRESS
CITY o Alt:p i�n
ZI _62
OCCUPIED AS
L -
MONITQ�ED BY
lie "7�1 ?l
ACCT#
TYPE OF TEST
MONTHLY EJ QUARTERLY [:1 SEMIANNUAL [:1 ANNUAL ACCEPTE]
PRO-COMM LICENCE
BATTERY VOLTAGE
OLTS,
#
BATTERY UNDER VOLTS
IFULLLOAD
CHARGE CIRCUIT VOLTS
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
4A0UbLE7A1C'OF7r-'�`L"
CIRCUITS CHECKED
FOR SUPERVISION"
SYSTEM WIRING CONFORMS
TO_NFPA STANDARDS
SYSTEM OPERATES
ON STANDBY POWER
NTROLPANELCHECKED
PFR�NFPA & MFG INST.
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ONACPOWER
AUXILIARY EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTION
ATPANEL
OTHER T—T
EQUIPMENTTESTED
NO. OF UNITS
S ISFACTORY
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
JESTED'
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM,,SPEAKERS
ANNUNCIATORS
VISUALALARM:DEVICES.'
ELEVATOR'CALL DOWN
7BLD.,G,..,
S.
'HEAT DETECTOR
DOOR RE LE ASE
Z_
SMOKE DETECTORS
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONEJACKS
SPRI NKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
bpE��TE-
-71
OTH'ER,----.-
PANEL AND MODEL
OTHER
SERVICE TECHNICIAN NOTES Fire Watch required, threat leveF 1 2 3 (see reverse for a threat level explaination)
THIS IS TO CERTIFY THAT THIS FIRE ALARM HAS BEEN PROPERLY TESTED AND INSPECTED FOR RELIABILITY
TO COVER ITEMS LISTED IN THIS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFORMED AB9LITIANY NEEDED REPAIRS OR DISCREPANCIES. NONE,R-, YES F-1
OWNER OR FACILITY RE�PE�S,ENTATIVE
DATE
TECHNICIAN
ICENSE NO.
J�r
SIGNATURE
NAME OF FACILITY
% . i
yo'� �a 09 1 tAl",
Dec. 21, 1992
City of Edmonds
Fire Department
250 5th Ave N.
Edmonds WA 98020
RE: Fire safety inspection
Dear Representative:
You will find enclosed a copy of our billing from Ben's
Ever -Ready for the annual testing of the Creekside Condominium
extenguishers. I have also enclosed copies of our annual testing
of the alarm system on both buildings and the sprinkler system on
building "B".
I apologize for the long delay' in returning these items to
you. The sprinkler system was not budgeted to be tested until
December.
If you should have any questions regarding any of the above,
please do not hesitate to contact me at 775-0804.
Sincerely,
C ekside Homeowners Assn.
manager
Julie Smith
RECEIVED
2 3 1992
EDNONDS ORE 0=-
'BENS EVER -READY
SS#: 358-24-8683
1615 Cypress Way/ Lynnwood, WA98036
(206) 742-6110
Sold To: 7 0,to
INVOICE DATE:
NOTE: All fire equipment remainsthe propertyof Ben's
Ever -Ready until account is paid in full. Our terms are
cash or balance is due within 30 days. Please pay from
this invoice. No statement will be rendered. Thank you.
ShippedTo:
Oq
'M P 1 1, 7., 1 cl I YOUR ORDER NO.:
DATE SHIPPED
TERMS I
2116a.-
--64LESMAN)
-i �`Ll
C
SHIPPED VIA
F. 0. B.
OUR ORDER
9
TNT
OTY4 ORDERED
DESCRIPTION
UNIT PRICE
UNIT
AMOUNT
F) Ell] I (_J."
#L
L,:,.,
%4
!8- L;
t "y
IL
I nav nai !rnme imunirs
I r#4 v un inial iivvuiC1---1
- 1 V2% Interest Charged After 30 Days —
i - I
Protection & Communications, Inc.
19630 40th Avenue West, Suite 8 * Lynnwood, Washington 98036 * (206) 774-9099
CONFI-DENCE TESTING
FIRE ALARM SYSTEM
TEST REPORT
h
Address: 60Y
occupied as:
Inspected by:
Date of inspection:j -17,
Type of test:
Fire Dept. Official Contacted:
Control panel manufacturer:AMk,1 Model No.m-zcz)
Number of initiating circuits: Number of signal circuits
Battery voltage 2-7,7 volts Charge circuit voltage volts
L)
Battery voltage under full load:je�. Iq volts (signals operating)
Trouble signal with AC power off: Yes �/ No_N/A
System operates satisfactory on stand-by power. Yes V/ No_ N/A_
All signals operate on AC power. Yes V/No— N/A
All signals operate on stand-by power. Yes V/ No_ N/A,
All. circuits checked for electrical supervision. Yes V/ No_ N/A_
Control panel checks made per manufacturer's instructions.
Yes /No_ N/A
All auxiliary equipment opprates. Yes-Z No_ N/A_
(elevators, fans, dampers)
Central station or remote connection. Yese No_ NIA_V
Automatic time delay of general a,1-arm minutes. None installed
Key to panel available? Yes-V- No —
operating instructions at panel? Yes V/ No
Test record posted at panel? Yes No _ N/A
MONIVNQ
Intercom Systems * Security Systems - Fire Alarms * Sound Systems
.EQUIPMENT TESTED
-----------------------------------------------------------------------
I Number of Satisfactory No. of Units
Auto door release
'Other
THIS IS TO CERTIFY THAT THIS FIRE ALARM SYSTEM HAS BEEN PROPERLY
CERTIFIED, INSPECTED, AND TESTED AS INSTALLE D ' FOR RELIABILITY TO COVER
THE ITEMS LISTED IN THIS REPORT, THIS IS CONSISTENT WITH FIRE ALARM
MAINTENANCE STANDARDS.
A. Signature of Owner or Repre§e-fi�tiv
I
B. Signature of -el
fire alarm representative: —Date Z --Z,— r z,-
C.
Electrical Contractors's
LicCdnse
No.: PROTE�V65L8
D.
Name of testing firm:
Protection
& Communications, Inc. 774-9099
E.
Mailing address:
19630 40th
Ave. W. Suite B Lynnwood, Wa 98036
Problems found: None
Corrections made:
Date Corrected: By:
Protection & Communications, Inc.
19630 40th Avenue West, Suite 6 * Lynnwood, Washington 98036 - (206) 774-9099
CONFIDENCE TESTING
FIRE ALARM SYSTEM
TEST REPORT
"I&I
Add r e s s:
occupied as:
Inspected by:Cj L"�,
Date of inspe
Type of test:
Fire Dept. official Contacted:
Control panel manufacturer : - . Model No. M-zo(D
Number of initiating circuits: Number of signal circuits
-70, .11
Battery voltage 4-,'L/,' volts Charge circuit voltage2-94 —volts
Battery voltage under full load:.;��!T Z4� volts (signals operating)
Trouble signal with AC power off: Yesv/ No_N/A_ .,
System operates satisfactory on stand-by power. Yes/ No— N/A_
All signals operate on AC power. Yes-.V—/ No_ N/A_
All signals operate on stand-by power. Yes-Z No_ N/A_
All circuits checked for electrical supervision. Yes-Z No_ N/A
Control panel checks made per manufacturer's instructions.
Yes-V-/- No_ N/A_
All auxiliary equipment operates. Yes-V/ No_ N/A_
(elevators, fans, dampers)
Central station or remote connection. YeszNo_ N/A
Automatic time delay of general arm minutes. None installed
Key to panel available? Yes'7NO
operating instructions at panel? Yes No_.z
Test record posted at panel? Yes-.V/ No_ N/A_
-over-
Intercom Systems * Security Systems * Fire Alarms - Sound Systems
EQUIPMENT TESTED
Number of I I
I . Satisfactor�- No. of Units
TYPE OF EQUIPMENT units tested I I
Yes No !In Buildina
Bells, Horns, Chi
imes
Voice Alarm Sneakers V
Ventilation Controls
Fire Department
Mnn i t-n-ri nff
Fire dampers/smoke
damper
Auto. door unlocks
s.afe)
(fail
Auto door release
Other
THIS IS TO CERTI-FY THAT THIS FIRE ALARM SYSTEM HAS BEEN PROPERLY
CERTIFIED, INSPECTED, AND TESTED AS INSTALLED FOR RELIABILITY TO COVER
THE ITEMS LISTED IN THIS REPORT, THIS . IS CONSISTENT WITH IRE ALARM
MAINTENANCE STANDARDS.
E
A. Signature of Owner or Repr�s ntative
B. Signature of
fire alarm representative D ate -2--�
C. Electrical Contractors's Likense No.: PWTECI165L8
D. Name of testing firm: Protection & Communications, Inc. 774-9099
E. Mailing address: 19630 40th Ave. W. Suite B Lynnwood, Wa 98036
Problems found: None
Corrections made:
Date Corrected: By:
ta 1 .16 A
AUtOMATIC SPRINKLER SYSTEMS
Address: 609 7th Ave. N. City: Edmon�_s Bldg. No. II
occupied as: Creek Side Condo's 11 System No. —
Manager: Julie Phone:778-5131
Pro Comm —Phone:771-483
Address: 19630 40th Ave. Suite B _�City: Lynnwood zip.Code:98036
Date of inspection: December 2, 1992
Type of inspection:.. Annual X other —
Security System: Yes X No — Vendor:
Dry System:
1. Trip test (dry trip) conducted:
System tripped in — seconds.
2. All flow switches supervisory switches
and alarm bells tested:
Static Pressure: _----Psi Air Pressure: __----Psi
3. Alarm Bell operates:
4. Flow tests conducted:
Flow pressure: si
2-inch drain? Yes No Other
5. Systems inspected and lubricated:
6. Air compressor refills system in 30 minutes:
7-. System drained and restored to normal
operation:
S. Were the heat actuation"devices tested on
pre -action and deluge systems:
WET SYSTEM:
1. Flow test conducted:
Static pressure: __jq5_psi
Flow pressure: 100 psi
2-inch drain Yes — No X other3/4in.
2. Flo w switches, supervisory switches
and alarm bells tested:
Acct # 511-2680
Phone:800-752-2490
Yes Ro.
Yes No
IN / A —
Yes N o N/A_
Yes N 0
Yes N o
Yes No—
Yes_No
Yes- N o N/A_
Yes X N o
Yes X No N/A
3. Alarm bell operates: Yes X No N/A_
4. Systems inspected and lubricated: Yes x _N o
5. Pressure regulating valves tested: Yes No N/A X
CTF-4 (tumble)
(10/87)
C) R a F=' I R E= 1=1 FZ (D _F EE <-- _F I C> N
18621 S.E. May Valley Road***Issaquah, WA 98027***(206)271-5598
RE: Automatic Sprinkler Systems (continued):
1. Location of sprinklers:
Basement Hallways- 100% x —Other Except garaq
2. Pumper connections and clapper valves unobstructed
3. Sprinkler heads less than 50 years old:
4. Sprinkler coverage is acceptable:
5. Spare sprinkler heads are available:
Yes No NA
Yes X No
Yes X No
Yes X No
6. Systems left in service: Yes X No
7. Valves are sealed or supervised: Yes X No
8. Signs are provided on valves: Yes X —No-
9.. Valve type & Model:
Problems found: No head box or wrench.
Corrections made: -None.
Date corrected: By
THIS IS TO CERTIFY THAT THE AUTOMATIC SPRINKLER SYSTEM HAS BEEN PROPERLY TESTT
AND INSPECTED FOR RELIABILITY TO COVER THE ITEMS LISTED IN THIS REPORT.
SIGNATURE OF TESTER:
AGENCY Mc3c)YZIE: IF:E yz-]E: 1E>FZCy1,1H:= DC C31\1 PHONE (206) 271-5598
CERTIFICATION NO._
O� comr,,
NOTES:
CTF-4
September 26, 1989
TO: Building Dept.
From: Fire Dept.
SUBJECT: Bridge at 603 7th Ave. N.
Design weight of the bridge is 40,000 pounds/32,000 per Axle.
Present pumpers weigh approximately 35,000 Dounds and the new
pumper is specified at 38,600 pounds G.V.W.R. 14,000 front axel
and 24,600 rear axle, 38,600 pounds total.
This is within the design limits for the proposed bridge.
c5xa��
STAN OLSEN
Sr. Inspector
SAO: rt
June 30,1989
MEMO TO: Hal Reeves
Building Official
FROM: Gary L. McComas
Fire Marshal
SUBJECT: SMITH-CREEKSIDE 15-UNIT-APARTMENT, 603-7TH AVENUE NORTH
After review, the Fire Department has the following comments:
1. A plot plan should be provided showing design of
the access to the building. If they are going to
construct the bridge, the engineering must be
reviewed.
2. Portable fire extinguishers must be provided as
indicated. Two per floor - located by the exits.
Minimum size is 2-;A�10,B:C, dry chemical types.
3. Single station smoke detectors are required in
each unit.
GLM: be
InC C(940�'E_ /�/?e4lllt0141 q6-WW417—
International Conference of Building Officials
1 ........ .. . . . .......... ... ------
REGIONAL OFFICE: 2122-112TFI AVENUE, N.E., SUITE B-300 BELLEVUE, WASHINGTON 98004 & (206) 451-9541
BOARD OF DIRECTORS OFFICES OF
CHAIRMAN JERRY J. BARBERA, P.E.
REGIONALMANAGER
WILLIAM E. SCHLECHT, C.B.O. JUAN C. INCHAUSTE, P.E.
BUILDING OFFICIAL REGIONAL ENGINEER
COUNTY OF WASHINGTON FRANK S. NATSUHARA, P.E., S.E.
HILLSBORO, OREGON June 20, 1989 REGIONAL ENGINEER
FIRST VICE-CHAIRMAN CHARLES J. WILLIAMS, P.E.
BRENT SNYDER, C.B.O. REGIONAL ENGINEER
BUILDING OFFICIAL Plan Check: 2407
PACIFICA, CALIFORNIA Project: Smith-Creekside
SECOND VICE-CHAIRMAN Address: 603 7th Ave N
EUGENE J. ZELLER, P.E., C.B.O.
SUPERINTENDENT OF BUILDING Code Information: R1/B1 Occupancy;
AND SAFETY
LONG BEACH, CALIFORNIA Type V-1 Hour Construction
IMMEDIATE PAST CHAIRMAN Stories: 3
CHARLES L. CLAWSON Floor Area: 18934/8557
DIRECTOR OF COMMUNITY
DEVELOPMENT Occupant Load: 95
ARLINGTON, TEXAS Valuation: $1,135,000
ROBERT J. EPPSTEIN, C.B.O. 1985 Uniform Building Code
CHIEF BUILDING OFFICIAL
FREMONT, CALIFORNIA Seismic Zone: 3
BOB FOWLER, P.E., A.I.A., C.B.O. Basic Wind Speed: 80 mph
DIRECTOR OF BUILDING INSPECTION Exposure: B
ABILENE, TEXAS
JAN P. GASTERLANDX.B.O.
BUILDING CODE OFFICER Harold Reeves
ST. PAUL, MINNESOTA Building Official
PH LLIP M. HERRINGTON, C.B.O.
1 250 5th Avenue North C>P
DIRECTOR, DEPARTMENT OF
BUILDING AND SAFETY Edmonds, WA 98020 L
RENO,NEVADA tr
' RE Pt.
DOUGLAS E. HOOD, C.B.O. 'EDMOND�l DE
BUILDING OFFICIAL Dear Mr. Reeves: Ic
COLORADO RIVER INDIAN TRIBES
PARKER, ARIZONA
JAMES L MANSON, C.B.O. We have reviewed the plans and associated data for the
DIRECTOR, DEPARTMENT OF project mentioned above to see if it conforms to the Uniform
BUILDING AND SAFETY
COUNTYOFSPOKANE Building Code as well as parts of the Uniform Mechanical
SPOKANE, WASHINGTON Code. We have not reviewed them for requirements of federal,
GORDON W. MURDOCH, P.E. or other state and local regulatory agencies. In most cases,
DIRECTOR
BUILDING INSPECTION DEPARTMENT the designer should modify the plans and/or specifications
SAN DIEGO, CALIFORNIA to satisfy these comments.
MICHAEL J. NOLTE, C.B.O.
BUILDING OFFICIAL
CRESWELL, OREGON GENERAL
RON PERKEREWICZ, C.B.O.
DIRECTOR OF COMMUNITY 1. You should ensure that all involved city agencies, such
DEVELOPMENT
COUNTY OF KITSAP as Planning, Zoning, Public Works and Fire Department,
PORT ORCHARD, WASHINGTON etc., approve of the project.
JAMES R. SINGLETON, C.B.O.
BUILDING SAFETY ADMINISTRATOR
TUCSON, ARIZONA 2. Your Fire Department should approve:
RONALD R. TREMBLAY, C.B.O.
BUILDING OFFICIAL
ASSARIA, KANSAS a. The access to the building for Fire Department apparatus.
ROBERT D. WEBER, P.E., C.B.O. Section 10.207 UFC.
DIRECTOR, DEPARTMENT OF BUILDING
COUNTYOFCLARK
LAS VEGAS, NEVADA
PRESIDENT
JAMES E. BIHR, P.E.
Main Office: 5360 SOUIh Workman Mill Road - Whittier, California 90601 * (213) 699-0541
El
Plan Check 2407
Harold Reeves, Edmonds
June 20, 1989
Page Two
b. The hydrant location and portable fire extinguisher installations.
Section 10.301 UFC and UFC Standard 10-1.
c. The fire alarm system. Section 1202.
3. See the attached sheets for details required to have the plans comply
with the Washington State Barrier Free regulations. You should ensure
that they comply.
OCCUPANCY
1. For your information, based on the approximate elevations shown,
this building should probably be classified as a three story building.
Therefore, the review will be based on the following:
Occupancy: R1/B1
Construction: 3 Story Type V-1 Hour
This does not appear to have any affect on the plans as submitted except
for item 6 below. However, this should be specified on the title sheet.
2. The garage appears to be used only for private motor vehicles. Therefore.
a two hour occupancy separation should be provided between the B-1
garage and the R-1 apartments. I do not believe that TJI's are approved
for two hour construciton. See NER 200. The only wood construction
two hour floor/ceiling assembly that I am aware of uses solid wood joists
at 1611 o.c. See the attached drawing for the exact construciton.
3. The floor drain in the garage should be provided with an approved
oil spearator or trap. Section 702 (b) .
4. You should approve of the method of venting the garage. Section
705 exception. There appears to be a number of openings in the exterior
walls of the garage.
5. The handicap unit adjacent to the garage should be provided with
conditioned air under positive pressure. Section 705.
6. An approved fire alarm system should be provided. Section 1202(b) .
J 00i
TYPE OF CONSTRUCTION
1. The elevator shaft in the garage level should be of two hour fire
resistive construction. The door opening should be protected with a
1-1/2 hour listed assembly. Table 5-13, Section 1706. The actual construction
should be specified on the plans. I
Plan Check 2407
Harold Reeves, Edmonds
June 20, 1989
Page Three
2. This also applies to the stair enclosures.
3. How are the main vertical supports for the guardrail attached to the
decking? Section 1711. Show detail.
4. All wood exposed to the exterior should be pressure treated.
5. Draft stops should be provided in the attic areas that are in line
with the walls separating the units and in line with the stair enclosures.
Section 2516(f) .
6. This would also apply to the flat roof area where there is a space
between the upper and lower framing. See section A sheet A7.
7. The draft stops should extend to the outer edge of the enclosed overhangs.
Section 2516(f) .
B. The brick veneer should be provided with ties supporting no more
than 2 sq ft and #9 gauge horizontal joint reinforcement. Section 3006(d) .
9. The roof covering on the flat roof area should be a class A or B
fire retardant assembly that you approve of. Section 3202(b) .
10. The 3-1/21' diameter holes into each joist space does not appear to
be adequate for the roof ventilation. The exact amount of required and
actual ventilation should be shown on the plans. Section 3205.
11 ' . An attic access should be provided for the trussed roof area. The
location should be shown on the plans. Section 3205(a) .
12. If a single attic access is provided then a self closing access panel
should be provided at all draft stops.
13. The location of the exhaust ducts for the kitchen and laundry area
should be shown on the plans. A detail should be shown for protecting
the one hour assemblies where the duct penetrate these assemblies. Section
4303 (b) 6.
14. The one hour floor/ceiling assemblies should be enclosed where the
factory built chimneys penetrate the assembly. Section 4303(b) .
15. All beams within the floor/ceiling assembly that supports load from
more than one floor should be individually fire protected. Section 4303(b)6.
See the attached. Provide details on plans.
16. The continuous vents should be deleted from the bottom side of
the deck area at the first and second floors. This should be part of
the one hour (two hour on first floor) rated assembly.
Plan Check 2407
Harold Reeves, Edmonds
June 20, 1989
Page Four
17. The elevator shaft should be vented to the exterior. Section 5 j 04.
18. The location of all safety glazing should be clearly indicated on the
building elevations. Section 5406(d) .
EXITS
1. The stairways are required to be enclosed. All doors into the enclosures
should be one hour listed assemblies with a maximum 4500 F end point
temperature. Section 3309(c).
2. The elevator should be separated from the stair enclosure. There
should be no openings into stair enclosures except exit doors. Section
3309(c) .
3. There should be no enclosed usable space beneath the exit enclosure.
Section 3309(f) . The storage area in the garage beneath the stairway
should be deleted.
4. Additionally, the door between the elevator and the rated corridor
should remain. A note on the plans seems to ind;ca.te that the el'evator
door should be provided with smoke and draft gaskets. I don't know
of any elevator door that will meet this requirement.
MECHANICAL
1. If the water heater has a non -rigid water connection and is over
41 in height, it should be anchored or strapped to resist horizontal forces.
Section 504 UMC.-
2. The bathroom and laundry areas should be provided with a mechanical
ventilating system capable of supplying 5 air changes per hour. Section
1205(a).
3. The heating and cooling load calculations should be submitted prior
to the issuance of a building permit. The size of the HVAC equipment
should be shown on the plans. Section 407 WEC.
4. See the attached sheet for additional Energy Code comments.
ST RUCTURAL
1. Roof Trusses:
a.. The truss shop drawings and calculations should be submitted
for our review prior to fabrication. Section 302 (b) .
Plan Check 2407
Harold Reeves, Edmonds
June 20, 1989
Page Five
b. The truss fabricator should be one you approve of and their
trusses should be manufactured under a quality control program
of an independent third party. The trusses should bear their
quality control mark. Section 2510(h).
c. Approved hangers should be used at all connections of rafters,
jack or hip trusses to the main girder truss.
d. The non -bearing walls should be held down from the truss bottom
chord with an approved fastener (such as Simpson STC) to ensure
that the truss bottom chord will not bear on the wall.
2. There appears to be some disagreement between the structural plans
and the architectural plans as to how the roof is framed. The structural
plans show tapered TJI while the architectural plans show TJ1 with 2x
sloped members. This should be clarified.
3. It is difficult to tell on the plans which walls are used for bearing
walls on the roof plan. Are both corridor walls used? This should be
clarified.
4. The location and size of all Post SUpports should be shown ori the
plans. These should be carried to the garage level.
5. The beam sizes over the dining area in unit 304 should be specified.
Likewise for the span over the stairway.
6. What size is the beam over the kitchen of unit 306 that supports
the 3-1/8" x 13-1/211 glulam?
7. Show a connection detail for the intersection of the 3-1/21, glulam
and hip trusses with the girder truss over unit 307. What does the girder
truss connect to?
8. The minimum depth of the TJI joist. on the roof framing should be
specified.
9. A note should be added to the roof framing plans indicating the minimum
size of all headers not shown.
10. What is the beam size over the kitchen area of unit 202(see sheet
S3) ?
11. The bearing wall adjacent to the handicap unit in the garage should
be 2 x 6 or 3 x 4 at 16" O.C.
12. A detail should be provided where the beams (shown on the left
end of sheet S2) intersect the concrete wall.
Plan Check 2407
Harold Reeves, Edmonds
June 20, 1989
Page Six
13. A detail should be provided for bracing the top of the concrete
basement wall where the joists are parallel to the wall.
14. The connection of the mud sill to the concrete wall should be justified.
See detail A/S5.
15. Beam B2 on sheet S2 at the elevator shaft should be supported at
each end.
LATERAL
1. How is the roof diaphragm shear transferred across the joint shown
in detail 5/S5 and B/S4. The cross bracing in detail B/S4 should be
provided with 2x member at the bottom and top.
2. Detail A/S4 should be clarified that TJI blocking should be used between
the TJI joists. These should also be attached to the trusses.
3. Detail R/S5 (or similar) should be used where the W21 x 68 beam
intersect the elevator shear wall on sheet 22.
4. The concrete shear wall in the garage along the north wall should
be justified. The load to this wall is approximately 53 kips. The connection
and the drag strut along this line should be justified. , "
5. The drag, strut specified in 4 above should be tied together. Calculations
should be provided.
6-. This would also apply to the wall and connection at the entrance
to the garage.
7. The assumed soil bearing pressure of 2000 PSF should be verified.
Our headquarters accounting department in Whittier, California will send
-you an invoice for this plan reviewing service based on a valuation of
$ 1,135,000.
1 am returning all data and plans to you. If you wish me to do the recheck,
please have the designer revise the plans and specifications, indicate
on a separate sheet on which sheet or detail the corrections may be found
and return the check prints. Please feel free to contact me if there
are any questions.
Very truly y rs
Charles J.. Willi s, P. E.
Regional Engineer
spw
Enclosure
1986 WASHINGTON STATE ENERGY CODE
RESIDENTIAL ENERGY
6-7
CONSERVATION SPECIFICATIONS
Chapter 6--Suildin'g Envelopo AQquirwaients--Pruscriptivu
Method
Climate Zonu 1 b
(Do circled itumis only)
A) Walla - All stud walls oxp*uod to unhoutod upaco should 1juvu
R-19 value. Sea 601 intstullad inaujuLlou wltit
(a) an
j
B) Coiling - Coiling insulation should be as follows, See 601(b):
Xlectrical R83i5tancft Iloating - R-38*
Other forms of 110ating - U-30
* (R-30 way bo used in vaulted ceilings)
C) Floors - Floor Insulation should be a minimum of R-1g. Stic 601(c)2
D) Slab - Perimeter slab insulation should be A minimum of R-0. Soc 601(c)l. It should
extend betwobn the
3lub of foundation and be 2'0" long or longur; or should bo ill3tallud
outside of the foundation to the front line.
R) Glazing including skylights - Glazing Percentage of gross floor aroa (Claza go 3 . jrylight
areas should be doubled.) and
class number should be as follows. Sac 601(d):
Elect. Resist - 21X GFA - Class 60 glazing
_00T
Beat PUMP - 21% GFA - Class-75 glazing COP 2.5 HSPF-5.60
- 21% GFA-- Clusa go glazing Cop-2.7 fISPY-6.36
Fuel fired - 21X GFA - Class 75 glazing AMR-.65
- 21% GFA - Class 00 91hzing. AFUR-.74
*(Class go skylight areass'should be doubled.)
. m AIr leakage - All windows should be so constructed as to limit air infiltration to o.5
par lineal foot of Operable
sash crack. All doors should be 30 constructed and installed
as to limit air infiltration to 0.5 cfm
per square toot of door area..
Details should be shown to limit air leakage: Exterior Joints around windows and door
frames, openings between
walls and foundations, between walls and roof and between wall
Panels; openings at Penetrations Of utility
services tl-Lrough walls. floors and roof; and all
other such opelkings In the building envelope be
should 3eulad, caulked, auskuted or
weatherbtripp-ed. Sea 601(a)
Q) Moisture control Vapor retarders having a Parm ratio of aria or loss should be installod
on the war= aide at the following locations,
Sec 601(f):
1) All walls separating conditioned space from unconditioned space. lu:iot batt3
with facing stapled
at not more than 8" OC ttrid gaps between the facing and the
framing that do not exceed (1/16) of an inch,
meet the intent of this section.
2) Roof/ceiling assemblies if the average ventilation apace above the insulation is less
than 12" or where
part of the required insulation Is irlztulled above and part in
installed below the structural roof docking.
3) A ground cover of 4 mil Polyethylene or equal should be laid over the ground within crawl
spaces and overlapped a minjul" 12-
of at all Joints.
11) General - Blown or poured insulation in the attic may be used where the slope of the
ceiling is not more than 3/12 and
where there is at least 30" of clear space. Where t:avb
vents occur. baffling of the vent openings should be provided
so b3 to deflect the Incoming
air above the surface of the insulation. Proptir protection shall be
provided around reconaod
light fixtures so that the fixture will not become overheated.
I) He' ting dcvlcoa:
�J.'irejplaca:i - Masonry fireplaces should be provided with a tightly fitting flue
per with a readily accessible
manual control
co and with an outzid source of
mbu3tiOn air. The duct shall be at least 6
square inches in ureau and shall be
Provided with a readily operable damper. Sac 602(a)3
2) The heating system should be Justified to be within 150% of the calculated heat
Of tho building. Sea
602(a)4
3) Tamperatura control - The heating system should be provided with a day -night
thermostat and a shut-off. In
addition. a readily accessible manuul mouna ahull be"
provided to restrict or shut off unused
rooms or portions of the building.
602(b) Section
4) Duct insulation - All ducts. Plarium-, and encloaura should be thermally insulated
except those Installed between wells
or In a space not exposed to outnido air.
Datai%:should be given no that cOmPlianco with Table 4-iG WKC
Sac 602 c)l can bo verified.
5) Heated swimming Pools should be equipped with a pool cover over the surface of the
water and have a label describing
maximum recommended temperatures. Sac 603(b)
J) Service water heating:
1) Temperature control - Servica water heating should be aquip"d with adjust able
automutio temperature oontroln.
Sao 803(a)
2) Showers - Showers should Is equipped with flow control devices to limit total
flow to a maximum of 3 apa
"or tshower head. Sao 604(o)
3) Water heaters - Water heaters shall be labeled an complying with A-SHRAE Standurd
90A-80. Xlectric wittar hoatara
In unheated ispaces ahould be placed on aii
incomprentsible, insulated isurfaco with � �ini T)..1. — — I
r Code sections cited refer to the amendments in WAC51-10 dated 2-15-85.)
1. Site accessibility:
a. 12'�W' wide HC parking spaces should be provided. Section 7503(a,c). spaces are required.
b. Handicap parking spaces should be located so that the accessible routes of travel from it do not enter the
parking lot or driveway. A revision.is required and curb cuts and sidewalks adjacent to the spaces should
be shown. Section 7503(b).
c. The sidewalks should be widened or set back at the curb cuts so the ramps are not between parking spaces,
do not obstruct the sidewalk and have a landing at top. Section 7502(e,;).
d. An accessible route of travel should be provided between the accessible buildings on the site and from the
public sidewalks to the buildings. Section 402, definition of ACCESSIBLE SITE.
e. A maximum slope of 2% should be shown in the HC spaces and among the accessible routes of travel from the
HC parking and public sidewalks to the primary entrance(s) to the buildings. Section 7502(e), 7503(d).
f. Slopes steeper than 2% should be considered as ramps and should be provided with complying landings top
and bottom. If ramp slopes exceed 1:20, handrails should be provided. Section 7502(e,k).
9. The side slopes of the ramp appear to exceed a 1:6 ratio and should be modified.
h. Walks and ramps should be of firm, stable, smooth material with a nonslip surface and at least 44" wide.
Section 7502(d,i).
i. Each HC space should be shown as having a ground sign 4'-5' high centered at the head of the space and
bearing the words, "State Disabled Parking Permit Required". Section 7503(e) .
Signs should be shown at every primary public site entrance and at the major junctions leading to the HC
spaces and primary public building entrances, displaying the International Symbol of Access and indicating
the direction of travel. Section 7502(m).
k. Site lighting of I foot-candle at grade level should be provided along the accessible routes of travel and at
the parking spaces. Seciton 75020).
1. The passenger drop off space should be 121 wide x 251 long (parallel to the accessible route of travel). A
curb cut (is/is not) required. Section 7504(c).
m. The passenger loading spaces should be 4' wide x 201 long and parallel to vehicle space and accessible route
of travel. Section 7504(d) .
2. Accessible toilet room facilities:
a. A 44" x 4811 minimum unobstructed floor space inside and outside the doors leading to the HC baths and a
minimum 48" wide aisle to the accessible water closet compartments should be provided. Section 511 (a).
b. A 60" minimum diameter unobstructed floor space should be provided within the toilet rooms (with 12"
maximum door encroachment). Section 511(a).
c. Accessible water closet compartments should have a minimum clearwidth of 4'6" and a depth of W-8" and a 32"
minimum clear entry width. Section 511(a).
d. The details of grab bars to be provided at the front and sides of the toilet should be shown. Section 511(a).
e. The lavatories should have a rim height of 3311-34" and a 2911 minimum clearance underneath. Section 511(b).
f. Lever -type faucet handles should be provided no more than 17" from the front of the lavatory. The water
heater serving the lavatories should deliver water at a maximum temperature of 1201 F unless the drain pipes
and hot water pipes are recessed, insulated or guarded to prevent contact. Section 511(b).
g. Where towel bars, dispensers, mirrors, shelves, dryers, etc. are provided, at least one of each should be
within 4011 of the floor. Section 511(b).
h. At least one urinal in the men's toilet room should have an elongated lip with the opening of the basin within.
1711 of the floor.
I. Accessible urinal(s) should have a minimum 30" wide by 48" long unobstructed floor space in front of them.
Section 511 (a) .
3. General requirements:
a. All areas in this building should be interconnected with HC accessible routes of travel (except storage and
mechanical rooms). Note that stairs do not comply. Section 402, definitions of ACCESSIBLE BUILDING and
ACCESSIBLE ROUTE OF TRAVEL, and amended Table 33-A.
b. Elevators should be provided for access to floors above the first �tory. Section 5106 and amended Table 33-A.
See Washington Department of Labor & Industries for these requirements.
c. Omission of an elevator �to the second floor is subject to your approval. Section 003, Exception 4 and
amended Table 33-A
d. Access to R-I accessible /adaptable dwelling units above the first story may alternately be made by complying
ramps or grade -level accessible routes of travel. Section 5106.
e. Accessible openings should have a 3211 minimum clearwidth. Section 402, definition of ACCESSIBLE OPENING.
(Note: 2'-8'! doors may not achieve this.)
f. All doors in the building which have a latch set or lock set should have lever -type operating hardware, except
doors to mechanical, electrical, janitor and similar rooms which should have knurled operating hardware.
Section 5501.
g. Accessible doors should have an 18" unobstructed floor space beyond the strike jamb on the door swing side.
Section 402, definition of ACCESSIBLE OPENING. Doors do not comply.
(OVER)
h. A 12" unobstructed floor space beyond the strike jamb should be provided on the side opposite the door swing
where accessible doors are equipped with a closer and latch. Section 402, definition of ACCESSIBLE OPENING.
Doors do not comply.
i. Stairways should have at least one handrail which extends 23" beyond the bottom and 12" beyond the
top risers —oT—each stair run. HC Amended Section 3306(j). The other handrail should extend 6" beyond the
top and bottom.
j. Stairways should have rounded non -slip nosings and have either the undersides of the treads sloped at 60* from
the horizontal or sloped risers. Amended Section 3306(m,n).
k. Ramp _ should have handralls installed as described in (1).
1. The international symboi '\of access should be displayed at the public building entrances, accessible public
toilet rooms and require�c�'accessible exits. Section 5503(a).
M. Signs for the visually impaired should be provided to identify public toilet and reception rooms, stairs, elevators
and all hazardous rooms such as mechanical, electrical and storage. Section S503(b).
4. Specific requirements:
a. Non -slip floor finishes should be specified in the toilet rooms, shower rooms, and along the accessible route of
travel. Section 5502(c).
b. At least one shower in the common shower rooms should be accessible --it should have a seat or to be enlarged
to 601* wide, have lever -operating handles, a hand-held shower spray on 60" long hose mounted at a maximum
of 4011 above the floor, a 31ill long horizontal grab bar at the rear and side, etc. Section 511(e). Thresholds
should be flush or beveled with a maximum edge height of ill.
c. Water fountains and public telephones should be revised and/or detailed so that . compliance with Section 511(c,d)
can be verified.
d. The manual fire alarm should be mounted no more than 5411 above the floor.
Section 511(b).
e. A door or gate large enough to accommodate the disabled shou�fd*.be installed adjacent to turnstiles. Section 3304(g).
f. The bottom of the vision panels in doors — should be within 40" of the floor. Section 3304(i).
g. Corridor is on the accessible route of travel and should have a turnaround area of
..it. ..'S.eictiEii�_3305(b). .44" x 4811 within
.. ........
h. Corridor is over 501 long and should have a 6011 x 6011 turnaround area within its m i i�clle third.
Section 33-05—FbT-
1. Corridor is over 2001 long and should haveV' 60'l..x_,60'l _t urnar0unds'. Section 3305(b).
j. Ramp should have a landing at the (top/bottom). Section 3307(d).
k. Ramp is over 3011 in rise and requires an intermediate landing. Section 3307(d).
1. R
amp changes direction and,should have a 51 x 51 landing thiere'"...s..
m. Door reduces the required width of the ramp and should be modified. Section i307(d).
n. Room requires levelspace�g 3211 wide x 42" deep. Secti.on 3316(c). They have to be located
so that they have an ur�o_bstructecl sight line and have to be distributed throughout the seating plan.
o. The maximum ramp slope in this room should be modified such that the access and egress to the
wheelchair spaces is 1:12 or flatter.
p. Power operated door should be designed and specified to remain open 6 . seconds before closing.
Section 5501.
(Aciiessible /adaptable) dwelling units and quest rooms:
a. units are required for this building. They should be divided approximately equally between the
I -bedroom and multi -bedroom units. Section 1213.
b. Comments circled in item 2, 3, and/or 4 apply in general within these units.
c. Two-story (accessible /adaptable) dwelling units do not comply unless thery have an elevator or all the required
accessible rooms are in an accessible level. Section 003.
d. Structural supports and/or grab bars should be dimensionally located on the plans. Section 1213, exceptic, I n.
Note that two grab bars are required at the water closet, three at the bathtubs. Section 511(f).
e The showers in the HC units -should have lever type faucets and hand held shower spray nozzles. Section 511(e,f).
-f. The kitchens of the HC units should have a 5' squareminimum Unobstructed floor space. Section 1213. (Please
see the Illustrated Handbook for Barrier Free Design if you want ideas.)
g. In the adaptable units if cabinetry or shelving is installed below the bathroom lavatories or kitchen counters,
they should be installed with screws, nuts or bolts in such a way that they are easily removed. Section 1213.
h. A counter should be provided in the kitchen with a maximum height of 301", with a space beneath at least 2911 in
height, 3011 wide and 24" deep. Section 1213.
i. Door and drawer pulls. electrical outlets, etc. in the HC units should be detailed so that compliance with Section
5501 can be verified.
A non -slip floor finish should be provided in the bathroom. Section 5502(c).
Fire
GA
Rating
File
SKETCH AND DESIGN DATA
No.
ASSEMBLY DESCRIPTION
Steel Frame, Gypsum Wallboard
Two layers 1/2" proprietary type X gypsum wallboard attached to
BM 1135
beam cage with Type S-12 drywall screws, 1 " long for base layer
M
and 1%" long for face layer, spaced 12" o.c. Base and face
joints staggered. Beam cage fabricated from No. 24 ga 7/8" x
1%" steel angles screw attached to steel joists and No. 25 ga
21/2" steel runner track supporting 1 %11 steel studs 24" o.c. be-
low beam lower flange. (One hour unrestrained beam).
Fire Tes 1-133, 7-16-75
Design L524
HR
Steel Frame, Gypsum Wallboard
Two layers 1/2" proprietary type X gypsum wallboard around
BM 1136
beam. Base layer attached with 1 " Type S-12 drywall screws 12"
(g)
o.c,, face layer attached with 1%" Type S-12 drywall screws 12"
O.C. to No. 24 gage 7/611 x 1%" steel angles screw attached to
steel joists and No. 25 gage 21/2" steel runner track supporting
15/6" steelstuds24" o.c. belowbeam lowerflange. (One hourun-
Fire Test: UL Design L524
restrained beam).
Based on UL R3660-7, 8
11-12-87
Steel Frame, Gypsum Wallboard
Two layers
of %" type X gypsum wallboard or veneer base
around beam. Base layer attached with 11/4" Type S drywall
screws 16" o.c., face layer attached with 13/4" Type S drywall
screws 8" o.c. to horizontally installed "U" shaDed steel chan-
nels (25 gage steel 111/16" wide with 1 " legs) Iccated less
BM 2120
not
than 1/2" from beam flanges. Upper channels secured to steel
deck iinits with 1/2" Type S pan head screws spaced 12" o.c. "U"
shaped brackets formed of steel channels spaced 24" o.c. sus-
Fire Test: U L R4024-5, 9-14-66
pended from the upper channels with 1/2" Type S pan head
Design N501
screws and supported steel channels installed at lower corners
of brackets. Outside corners of board by
OLC Design 0501
gypsum protected
0.020" thick steel corner beads crimped or nailed. (Two hour re-
2
strained or unrestrained beam).
HR
Steel Frame, Gypsum Wallboard
Two layers %11 type X gypsum wallboard or veneer base around
beam. Base layer attached with 11/4" Type S drywall screws 16"
o.c. Face layer attached with 13/4" Type S drywall screws 8" o.c.
to horizontally installed steel angles (25gage steel having 1 " and
2" legs) located not less than 1/2" from beam flanges. 1 " legs of
BM 2130
the upper angles secured to steel deck units with 1/2" Type S pan
head screws spaced 12" o.c. "U" shaped brackets formed of 25
gage "U" shaped steel channels (111/16" wide with 1" legs)
spaced 24" o.c. suspended from upper angles with 1/2" Type S
Fire Test: U L R4024-5, 9-14-66
pan head screws and supported 1 " x 2" angles at lower corners
Design N502
attached to brackets with 1/2" Type S pan head screws. Outside
corners of gypsum board protected by 0.020" thick steel corner
ULC Design 0502
-beads crimped or nailed. (Two hour restrained or unrestrained
beam).
— vroprietary design — see page 1, paragraph 4
74
GA
SKETCH AND DESIGN DATA
File
No.
ASSEMBLY DESCRIPTION
Wood Joists, Gypsum Wallboard, Glass Fiber
Base layer %" type X gypsum wallboard or veneer base applied
at right angles to 25 ga. drywall furring channels with 1 " Type S
drywall screws 12" o.c. Wallboard end joints located midway be-
tween continuous channels and attached to additional pieces of
channel 601, long with 1" Type S drywall screws 81' b.c. Drywall
furring channels 16" o.c. at right angles to 2 x 10 wood joists 16"
o.c. attached with 6d cooler or box nails 17/a" long, 0.092" dia.
shank, 1/4" heads, or 17/e" Type S drywall screws, two per joist.
/2
R
FC 5600
Face layer %11 type X gypsum wallboard or veneer base applied
at right angles to furring channels through base layer with 15/s"
Type S drywall screws 12" o.c. Face layer wallboard end joints at-
tached to continuous channels through base layer with 1%"
i
Type S drywall screws 811 o.c. Face layer wallboard edge joints
Approx. Ceiling Weight: 5 psf
staggered 18" min. from base layer edge joints; end joints stag-
Fire Test: UL R4024-15, 8/31/84
gered 8" min. from base layer joints.
Design L 532
2 x 10 wood joists supporting %" interior plywood with exterior
glue subtloor and 11/2" lightweight concrete reinforced with gal-
vanized hexagonal wire mesh over film or felt or 1 " sanded gyp-
sum floor underlayment. 31/2" unfaced glass fiber insulation
nom. 0.6 pcf R-11 supported against subiloor by wire rods 12"
o.c. Alternately, insulation may be 31/211 faced glass fiber insula-
tion stapled in place against subiloor. Sound test estimate with
insulation and carpet and pad.
Wood Joists, Metal Lath, Gypsum Plaster
3/4
FC 5610
%" 1:2-1:3 gypsum -vermiculite plaster over 3.4 lb. metal lath
nailed 5" o.c. with barbed roofing nails 11/2" long, 0.120" shank,
....... !
Approx. Ceiling Weight: 4 psf
R
7/i6l' heads to 2 x 10 wood joists 16" o.c. supporting 1 nominal T
& G wood sub and finish floor.
Fire Test: N BS 272, 281, 12-15-50
Wood Floor, Wood Joists, Gypsum Wallboard
Base layer %" proprietary type X gypsum wallboard or veneer
base applied at right angles to 2 x 10 wood joists 16" o.c. with 8d
FC 5724
(a, b, d, k,
0, q, w)
nails 21/2" long, 0.113" shank, 1%4" heads, 7" o.c. Face layer
%" proprietary type X gypsum wallboard or veneerbase applied
at right angles to resilient furring channels with 1 " Type S drywall
screws 1211 o.c. Resilient furring channel spaced 24" o.c. and
nailed at right angles tojoists and through base layer with one 8d
nail, 21/2" long, 0.113" shank, '%4" head, at each joist. Double
channel installed at butt ends of face layer. Wood joists support-
Approx. Ceiling Weight: 6 psf
Fire Test: U L R2717-35, 10-21-64
ing 1 " nominal T & G wood sub and finish floor or 1%2" plywood
finished floor with long edges T & G and '%2" interior plywood
Design L505
ULC Design M503
with exterior glue subfloor perpendicular to joists with joints stag-
gered.
! 4
* — Proprietary design — see page 1, paragraph 4
67
111111111 uoq A PoE M
SNOHOMISH CO,
FIRE
DIST
Serving Brier, Edmonds, and
Mountlake Terrace
www.FireDistrictl.org
LOCATION:
609 7 th Avenue N 98020
BUSINESS NAME:
Creekside Condos 11
MAILING
ADDRESS:
PO Box #9103, Seattle, WA 98109
BUSINESS OWNER:
Owen, Alice
EMERGENCY-1:
KEY ACCESS-2: Greenstreet, Jeff
EMAIL:
PERSON CONTACTED:
NAME OF INSPECTOR: Q"pwo
2, /116 -1 /1 � � /I �
FIRE SYSTEMS: AS 2/15 FA 2/15 FE 2/15 FD Lk Box
12425 Meridian Ave S
Everett, WA 98208
Phone (425) 551-1200
Fax (425) 551-1272
PHONE:
4257715153
HOME PHONE:
HOME PHONE:
HOME PHONE: 2064098508
FIRE PREVENTION
INSPECTION REPORT
.91, EDMONDS
f BRIER
0 MOUNTLAKE TERRACE
[I UNINCORPORATED
0' FREQUENCY N & SHIFT
10 R
SCHEDULED
DATE DUE � I
Aug 2016
UFIR
428253
CURRENT
CITY
YES NO
BUSINESS
LICENSE
INITIAL INSPECTION DATE
9 --n -
I�
1Da1&cbasbawW=rbcATiONS / COMMUNIGATIONS
2
2
Awe ')vJS7-/( o pi" ea
3 0 3 f:&b ;LO
4
5
4
5
6
6
7
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
In our continuing effort to promote fire safety and prevention within the, community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during. our inspection which require attention to bring them into compliance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations of the fire regulations does not imply approval of such conditions or violation.
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for
Mountlake Terrace or Brier, call (425 )744-6231.
Serving Brier, Edmonds, and 12425 Meridian Ave S
Mountlake Terrace Everett, WA 98208
Phone (425) 551-1200
www.FireDistrictl.org Fax (425) 551-1272
FIRE PREVENTION
INSPECTION REPORT
0 EDMONDS
OBRIER
0 MOUNTLAKE TERRACE
[]UNINCORPORATED
FREQUENCY -r-rTA—TION
& SHIFT
LOCATION:
609 7 th Avenue N 98020
Annual
17-A
BUSINESS NAME:
Creekside Condos 11
PHONE:
2067791109
SCHEDULED
DATE DUE
MAILING
LIFIR 0 428 253
ADDRESS:
PO Box #9103, Seaftle, WA 98109
BUSINESS OWNER:
Los Services
HOME PHONE:
.EMERGENCY-1:
Los Services/Darlene R.
HOME PHONE:
2067791109 'CURRENT
KEY ACCESS-2:
HOME PHONE:
YES NO
CITY
BUSINESS
EMAIL:
LICENSE
INITIAL INSPECTION DATE
PERSON CONTACTED:
NAME OF INSPECTOR:
FIRE SYSTEMS:
& 0 ???
AS 2/15 FA 2/15 FE _�t IL� L x
nntp I nQt.qPr-t/irPr1-
HAZARDS FOUND AND LOCATIONS COMMUNICATIONS
/V V ro U,/_�
2
2
3
4
5
3
4
5
6
6
7
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
In our continuing effort to promote fire safety and prevention within the community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during. our inspection which require attention to bring them into compliance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations. of the fire regulations does not imply approval of such conditions or violation.
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for
Mountlake Terrace or Brier, call (425) 744-6231.
GUARDIAN SECURITY
t S.-W []Silverdale ElSellingharn
MAvame Oufh 9435 Pr*vost Rd. #204 1501 Kerduvk/ Stmeer
S
Souffle. WA 98134 Silverdale, VIA 9M SaWngftrM-WA 98229
20&622-6,545 360-692-3738 360-647-0110
I-WD-282-098 C ,
Address (.,,Of 7t A
Occupied asE mand S ove
Building Owner Salme
Address (WA 7-11"' iW
Type of inspection: XAnnual 0 Other
DRY SYSTEM
1. Trip test (dry trip) conducted: �Sy elrt4filo
pped in seconds.
2. All flow switches, supervisp swAitch and alarm bells tested.
3. Alarm bell operates .
4. Flow tests condu . Flow pressure— psi
5. 'Systems ins ed and lubricated.
6. Air comp sor refills system in 30 minutes.
7. Syste rained and restored to normal operation.
B. W e the heat actuation devices tested on pre -action
- nd deluge system.
WET SYSTEM
1. Flow test conducted.,$,Yes C1 No Static pressure 110psi.
2. Flow switches, supervisory switches and alarm bells tested.
3. Alarm bell operates .
4. Systems inspected and lubricated.
5. Pressure regulating valves tested.
GENERAL
1 . Location of sprinklers 0 Basement 0 Hallways X100%
2. Pumper connections and clapper unobstructed.
3. Sprinkler heads less than 50 years old.
4. Sprinkler coverage is acceptable.
5. Spare sprinkler heads are available.
6. Systems left in service.
7. Valves are *sealed or supervised.
8. Sians are orovided on valves.
k.-OFMC110r] FMIUM
Date C�rrected
By:
n') 4� —Fire Department
Lic. # GUAROSS233ws CONFIDENCE TESTING
AUTOMATIC SPRINKLER SYSTEMS (CTF-4)
Date of Inspiectiono?-/30/Z!2�,—
J' Building No.
System No.
Phone# 1-05 - 7 7/
State AJZ& Zip Code c&-)2C)
ElYes 0 No
0 N/AExplain:
OYes 0 No
D N/A Explain:
ElYes 0 No
0 N/AExplain:
Yes No
0 N/AExplaW
0Yes D No
0 N/A5x0ain:
ell
oYes El No ,,PA/AExp ain:
Yes C3 o
0 NIA Explain:
F- es ON
/0
0 N/AExplain:
f171--- A�, 11
. IL psi. 2-inch drain? 0 Yes >�No
Flow pressure 7t
KYes 0 No
O-N/A-Wldii�-
Pes-O'No, 0 N/AExplain:
�$Yes -a_ No
0 N/AExplain:
[]Yes C No
%.N/AExplain:
El Other
L]Yes V, No
D N/AExplaln:
ftes 0 No
0 N/A Explain:
t&Yes 0 No
0 N/AExplain:
DKYes 0 No
0 N/A Explain:
Oyes 0 No
0 N/A Explain:
�)Ves 0 No
0 N/AExplain:
1&es D No
0 WAExplain:
This Certifies that this sprinkler system has been properly Inspected for reliability to cover the items listed in this report, is
consistent with fire alarm maintenance standards, discrepancies are noted and have been reported to the building Owner/
Manager for correc I A
Signature of Tester._ Certification No.
Rev. 6QM
"Proprietary & Confidential"
3127/2014 12:52 pm
System Event Report
Page I of I
Sorted by Installer#
Installer# First to Last
CS# 75772689 to 75772689 Site Type All
Dates 3/27/2014 to 3/27/2014
Employee# All
Corporate Acct. All System Type All
Reporting Group All
Date
CS#
Op
Zone Event Location/Comment Disposition
Scheduled User/Phone
Installer 75014 (GSB) Guardian Security
(Bel.)
Site Name Edmonds Creekside Condos Site Address'1�609 - 7th Ave N. (Bldg B) Ednimnds 8
3/27/2014 10:21:23
75772689
LJO
1999 PASSCARD
Conrad Berube (Seattle Branch)
(GSB) Guardian Security (Bel.)
3/27/2014 10:21:23
75772689
LJO
ONTEST PLACED ON TE *Test
Conrad Berube (Seattle Branch)
Cat: 8
Expires: 03/27/2014 12:00:00 All Zones
3/27/2014 10:22:28
75772689
2 2321 :Trouble:SEW 'Test
3/27/2014 10:22:57
75772689
1 2373 A:FIRE :FSE 'Test General
3/27/2014 10:22:59
75772689
2 2321 :Troubfe:SEW *Test
3/27/2014 10:23:28
75772689
1 CIRI 40 :Restore of Condi- *TestGeneral
3/27/2014 10:23:34
75772689
2 CIR1 40 :Restore of Condil *Test
3/27/2014 10:23:43
75772689
2 2321 :Trouble:SEW *Test
3/27/2014 10:24:36
75772689
2 CIR1 40 :Restore of Condi! *Test
3/27/2014 10:25:38
75772689
LJO
CLTEST CLEAR TEST *Test
Cat: 8
3/27/2014 10:25:40
75772689
LJO
1999 PASSCARD
Conrad Berube (Seattle Branch)
(GSB) Guardian Security (Bel.)
Installer 75014 (GSB) Guardian SecuHty (Bel.) Page I of 1
7 '5 (d5
;?b13-12Z�o _.. g7
77(44 7788-1
[ES1,intelfiNet
CORPORATION For Alarm Monitoring
0
RF Subscriber Unit
urglary and NFPA-72 Compliant
UL Fire, AA B
UL Listed
UL Listed Central
1�q
Station
Remote Station
864 Ed 9, 827, 1610,
365, 681
2
CSFM
NFPA
RF Section 8.6.3.5
Advanced Wireless Alarm Monitoring
The 7744/7788 smart subscriber unit links an alarm panel to an
alarm monitoring central station. This 2-way transceiver and
repeater in one is housed in a full size locking steel cabinet for
superior performance. The 7744/7788 supports a wide range of
inputs such as NO/NC/EOL and direct voltage. It automatically
senses wire and antenna cuts, and monitors battery and AC
power status. Advanced status.reporting, self -diagnostics and a
built-in power supply make the 774417788 the fi rst choice for all
wireless alarm communication needs.
Full Data for Fire and Burglary
Use with the optional Firetap for full fire data or the IntelliTap for
full fire and burglary data.
-7.744-4:rever§inb
--inputswpus,,,.�
pCillarity"i I
;.programmabl�. �OL,ih
,puts -
7788 —.Programmable..E0,L
in.puts,with 8 zones
.Firefa 7710_":-
lntbl[iTap,7067
NEIVIA 4.'Lnclosure
-High GainAntenna
�Additional -Bad.K'Up iBattery
,Available.:in'Bu�glar,y.-,Be'ige,
Red
Options for Full Data for
Fire and,Burqlary
O.Available in. 7744 & 7788
�Zone.:Configuraitions,:,�.�,�,*-
�Buil t-4n Power Supp! y
-and Battery Gharger�.
-.Locafl.Annuqdiation.
Options on MiM
MQ k1ta LE-1 U \Y/ r= U)
-OCT-3 1-:201Y,''
6EVELOPMENT SERVICE&
Q0UNTER_."._,
j
Wireless �rne'sh'n&hi�orki66 is an
;�fiV:e�tE.�chhoio�y-.ad6p�pd,�b.y.�'
4.
"many,-,.inaustriesWfth-aopii6aticins,-
'IhaLnee' AUtbomri16hic.;3te. ata-'over,
,a iar- hi - 'fi- h" h
ge�gep ' - '3 wit a i ig
grqp, ic ;are;
1evel iof*efiability at:a;Iow"tdtA co�t,.:
Ip.
iof�ownersh*
`Th'&'a&afi
nced,desigh'and-2 Wia
i y
�cornrnqnications palpability provides
s , a
_ea�y�jn§Uillation, exobn�ion nd
4Mah�6ernent-Whk,&ofhpqeed. to
..aitL�,,m,.aitive,cbffifnunicabbn''m'dth6ds,-
an-d-wirele's's'.
RF Subscriber Unit
Technical Specifications
Radio
Standard CSAA frequency ranges:
450-470 MHz and. 130-174 MHz, VHF
and UHF. Others available
Standard Output Power
2 wafts (requires FCC license)
Power Input
16.5 VAC, 40VA UL listed
Class 11 transformer required
Voltage
12 VDC nominal
Current
175mA standby; 8OOmA transmit
Alarm Signal Inputs
4 individually programmable Zones:
NO/NC/EOL, trouble restore
RS-232
Reversing voltage (7744 only) 12 or
24 VDC
Operating Temperature Range
0' to 50'C, 32' to, 122'F
Storage Temperature Range
-10' to 60*C, 14' to 140'F
Relative Humidity Range
0-85% RHC non -condensing
Back up Battery
12V, 7 AH
Low Battery Reporting
22.5-minute test cycle
AC Status
Reports to central station after
approximately 60 minutes without AC
power, reports power restored after
approximately 60 minutes of restored
power. programmable from 60 to 180
minutes
Antenna Cut (local reporting)
Form 'C'Contact 1 AMP
Size
13.25'H x 8.5"W x 4.3"D
34cm x 21.5cm x 11 cm
Weight 1
6.4 lbs, 2.9 Kilograms
(excluding battery)
Colors
Available in standard
Burglary Beige or Fire Red
Please specify when ordering
Available Options
* 7788 RF subscriber unit
with 8 EOL inputs
* 7744 RF subscriber unit with 4 EOL
inputs and 4 reverse polarity inputs
* 7770 � FireTap
* 7067 - IntelliTap
* NEMA 4 Enclosure
Please specify when ordering
AES-IntelliNet' is the industry leader in delivenng high quality wireless mesh
networks to the fire and security industry in commercial,,-<,orporate, government,
and educational applications with its broad line of products and advanced network
management tools Users of AES-IntalliNet networks have gained significant rev-
enue, communications, and cost advantages while meeting the high standards of
reliability required for the fire and security industry. AES-intelliNet alarm monitoring
systems are deployed at hundreds of thousands of locations in over 130 countries
MOr mffi
0
�O�Aam E"O' Inte : NNet
CORPORATION For Alarm Monitoring
For more information
Call 800-AES-NETS (800-237-6387)
AES Corporation 1285 Newbury Street I Peabody, MA 01960 USA
Tel. +1 978-535-7310 1 Fax +1 978-535-7313 1 Email info@aes-intellinet.com
Web www.aes-intellinet.com
Available configurations
- 7788, 8 EOL inputs
j".
-w- -w- -W M M -
CONFIDENCE TESTING.
Protection &Communications, Inc. FIRE ALARM SYSTEM.:
TEST REPORT
(8bo):774-9099 - Fax (425) 774-6317
www. pro-comm�online. com
PH DATEINSPE CTION:
ONE NO..
NAMEOFFACILrrY
f
ADDRESS
9 AJ
CITY STATE
Z�m
ZIP
4��O 2
OCCUPIEDAS
MONITO BY
ACCT #
.1/ (,- -
TYPE OF TEST
M014THLY QUARTERLY 0 SEMIANNUAL D ANNUA ACCEPT[:]
PRO-COMM LICENCE
BATTERY VOLTAGE VOLTS
BATTERY UNDER VOLTS
I FULL LOAD r—.4 f ( � e
CHARGE CIRCUIT VOLTS
2 .71
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVI
SYSTEM WIRING CONFORMS
SYSTEM'OPERATES
ON STANDBY POWER
'CONTROLPANELCHECKED.
PER NFPA & MFG INST
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ON AC POWER
10,00'
AUXILIARY EQUIP.
OPERATES
/001,
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENTTESTED
NO. OF UNITS
SATISFACTORY
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED_
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM� SPEAKERS
1, 3
:13
ANNUNCIATORS
VISUAL ALARM DEVICES
ELEVATOR CALL DOWN
HEAT DET ECTORS
DO OR RELEASE
SMOKE DETECTORS
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONE JACKS
SPRINKLER 4'�� "0"
SUPERVISORY SWITCHES
AUTO DOOR'UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER
PAN EL AND MODEL.
OTHER
SERVICE TECHNICIAN NOTES FiTe Watch required, threat le.yel 1 3 (see reverie for a threat level.exp�ainatipn).
L
w
THIS IS TO CERTIFY THAT THISFIRE ALARM,HAS BEEN PROPERLY TESTED AND INSPECTED FOR RELIABILITY
TO COVER ITEMS LISTED IN THIS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFORMED ABOUT ANY NE-EDED)REPAIRS OR DISCREPANCIES. NONE YES El
OWNER OR FACILITY REPR SENTATIVE
DATE
TECHNICIAN
LICENSE NO.
SIGNATURE
CONFIDENCE TESTING
Prothction -Coinmunications, Inc. FIRE ALARM SYSTEM
TEST-PEPORT
(PQQ) 774 9099 Fax (425) 774-6317
www.,pro�-comm,-onlihe.co"m
;KAmE�bF FACILITY
PHONENO�5:,
DATE INSPECTION
>
ADDRESS:
CITY
STATE
ZIP
OCCUPIED AS
MONITORED BY'
Iq �):_ - .
ACCT #
-S7/ <Z�
TYPE OF TEST
MONTHLY QUARTERLY F-1, SEMIANNUAL 0 ANNUAL ACCEPT El
PRO-COMM LICENCE
BATTERY VOLTAGE VOLTS
61
BATTERY UNDER VOLTS
1 FULLIOAD �_(
CHARGE CIRCUIT VOLTS
_� -7..�-
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
ITEM
YES
NO
N/A
TROUBLE AC OFF
CIRCUITS CHECKED
FOR SUPERVISION
SYSTEM WIRING CONFORMS
TONFPASTANDARDS
SYSTEM OPERATES
ON STANDBY POWER
CONTROLPANELCHEckED
PER NFPA & MFG INST
KEY TO PANEL
AVAILABLE
SIGNALS OPERATE
ON AC POWER
AUXILIARY EQUIP.
OPERATES
OTHER
SIGNALS OPERATE
STANDBY POWER
OPERATING INSTRUCTIONS
AT PANEL
OTHER
EQUIPMENTTESTED
NO. OF UNITS
S ISFACTORY
I
NO. OF UNITS
SATISFACTORY
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
TYPE OF EQUIPMENT
IN BLDG.
TESTED
YES
NO
N/A
BELLS, HORNS, CHIMES,
VOICE ALARM, SPEAKERS'
/3
ANNUNCIATORS
VISUALA LARM DEVICES
ELEVATOR CALL DOWN
HEAT DETECTORS
DOOR RELEASE
SMOKE DETECTORS
12-
FIRE & SMOKE DAMPERS
MANUAL PULL STATIONS
PHONEJACKS
SPRINKLER
SUPERVISORY SWITCHES
AUTO DOOR UNLOCKS
(FAIL-SAFE)
SPRINKLER
FLOW SWITCHES
OTHER
CENTRAL STATION
OTHER
VENTILATION CONTROLS
OPERATE
OTHER'
PANEL AND MODEL
co
OTHER
SERVICE TECHNICIAN NOTES Fire Watch required, threat level 1 2 3 (see reverse for a threat level explaination)
wo f0vs L q In 5 r--v V-�
THIS IS TO CERTIFY THAT THIS FIRE ALARM HAS BEEN PROPERLY TESTED AND INSPECTED FOR RELIABILITY
TO COVER ITEMS LISTED IN THIS REPORT, IS CONSISTENT WITH FIRE ALARM MAINTENANCE STANDARDS.
OWNER WAS INFORMED AE�QUTA� fNDED REPAIRS OR DISCREPANCIES. NONE YES Ej
OWNER OR FACILITY I R AESENTATIVE ]DATE
pp,4—,
TECHNICIAN
LICENSE NO.
SIGNATURE
m N=-=- $A �wllr-lslfirdrf �,Wylml 0--irs 111=1 tm-mm- 91 �@K=
Jul.29. 2010 1:22PM Firesh�eld Inc, No-6353 P. I
mmmallsm� K FIRESHIELD
Phone: 253-853-4256 Fax: 253-SSI-9782
P.O.BOX 2389 Sig Harbor, WA 98335
7v^vw.fireshieIdlnc.com
WA ContractursLic # FIRES100240
ANNUAL WET SPRINKLER INSPECTION REPORT
TODAY'S DATE: 36
Ito CONFIDENCE TEST (A REPAIRS, FT=Fj
YELLOW []f Wfi-h-e
SYSTEM LOCATION: 1 L Air--,
OCCUP ATION
RESPONSIBLE PERSON
BLDG. NAME: cbjos
NAME: r-ILA",.-
ADDRESS: 601 tj
ADDRESS:
"'Jp
FPHONE.
E M—A I L:
INSPECTION AND TESTING INFORMATION
CONTRACTOR INFORMATION
-CONTRACTOR
INSPECTOR/TESTER INFORMATION
COMPANY NAME: FIRESHIELD, INC.
NAME:
PHONE: (253) 853-4256
PHONE:
ADDRESS: PO BOX 2389
GIG HARBOR, WA 98335
CERTIFICATION TYPE
CERTIFICATION NUMBER
NATIONAL/NICET
STATE
E-MAIL: SERVICEC&FIRESHIELDINC.COM
LOCAL
CONTRACTOR LICENSEM FIRESI*024CS
OTHER
LICENSE #:
FIRE ALARM MONITORING
INFORMATION
CENTRAL STATION MONITORING?
IM Y
I IN
MONITORING REQUIRED EaY]:] N
MONITORING COMPANY:
PHONE: I goo -7 V-L - 7-'l
SYSTEM MAKE:
SYSTEM MODEL:
N - 'Loa
DEFICIENCY/CORRECTION
DETAILS
ANY DEFICIENCIES FOUND? 0 Y N
ANY DEFICIENCIES REMAINING? L I Y 14
N
DEFICIENCY FOUND
CORRECTED?
CORRECTION DATE
CORRECTED BY
1:1
Y
FIN
—=Y
N
N
JJY
N
Y
N
L
N
I
NOTES:
IIIIIIII'llme mvr-14101W�� off
J u I - 29. 2010 1 : 22PM F � resh i e I d I n c, No. 6353 P. 2
171RESHIELD
;,ho,
Phone, 253-853-42S6 Fax: 253-851-9782
P p 0
.O.SOX 2389 Gig Harbor, WA 9ID335
www.fireshieldinc.com
WA # q ST002acc
SYSTEM FUNCTIONALITY
SYSTEM
HYDRAULIC NAMEPLATE INSTALLED AND VISIBLE ON RISER?
TE—S
Z
NO
WHAT IS THE DESIGN DENSITY?
GPM PER SQ. FT.:
INDICATE PIPE SCHEDULE
LIGHT ORDINARY Lj EXTRA
N/A
MAIN DRAIN FLOW TEST CONDUCTED?
W] YES NO
MAIN DRAIN TEST PIPE SIZE?
INCHES: I "
STATIC PRESSURE:
Psi:
RESIDUAL PRESSURE:
Psi:
TRIP TEST CONDUCTED?
E] VAgIAL FULL
[]_N/A
DATE OF LAST FULL TRIP:
4�z
SYSTEM TRIPPED IN:
tw.
FLOW SWITCHED, SUPERVISORY ALARMS, AND AIR MAINT. DEVICES
TESTED?
EyYES [j No
ELECTRIC BELL - OPERATES PROPERLY?
YES
No
FA
N/A
WATER MOTOR GONG - OPERATES PROPERLY?
YES
I
NO
LCnN
N
CENTRAL STATION MONITORING COMPANY RECEIV-ED SIGNAL?
YES
NO
N/A
SYSTEM INSPECTED AND LUBRICATED?
YES
NO
PIPE AND VALVES INTERNALLY INSPECTED FOR OBSTRUCTION?
YES
NO
N/A
SYSTEM GAUGES REPLACED OR CALIBRATED (S YEAR)?
YES[:]
NO[:]
N/A
WAS ANTIFREEZE SOLUTION CHECKED AND DOES SYSTEM OPERATE
PROPERLY?
L] YES 0 NO a N/A
VALVES
PRESSURE REGULATING VALVES TESTED?
YESI
INOZ—N/A
VALVES ARE SEALED, LOCKED OR SUPERVISED?
YES
Lj
NO
CONTROL VALVES HAVE PROPER SIGNAGE?
YES
[:]
NO
INTERIOR OF SYSTEM VALVE INSPECTED AND CLEANED THOROUGHLY?
YES
El
NO [RI N/A
SPRINKLERS
NUMBER OF KNOWN SPRINKLER HEADS?
PROPER NUMBER OF SPARE SPRINKLER HEADS AVAILABLE?
YES
[:]
NO
SPRINKLER WRENCH AVAILABLE FOR EACH TYPE OF SPRINKLER?
12
YES
E)
NO
SPRINKLER HEADS FREE OF CORROSION, PAINT-0
YES
NO
OBSTRUCTIONS AND/011 PHYSICAL DAMAGE?--
YES
I 0
SYSTEM IS FREE OF ANY RECALLED HEADS?
Ty!Es
YES
NO
N
SPRINKLER COVERAGE IS ACCEPTABLE?
NO
MINIMUM CLEARANCE ABOVE TOP OF STORAGE TO SPRINKLER
DEFLECTOR?
Rq YES NO
SPRINKLER HEADS (STANDARD RESPONSE) ARE LESS THAN SO YEARS OLD?.
[EYES
NO
N/A
SPRINKLER HEADS (QUICK RESPONSE) ARE LESS THAN 20 YEARS OLD?
E)
YES
NO
N/A
SPRINKLER HEADS (DRY TYPE) ARE LESS THAN 10 YEARS OLD?
YES
NO
N/A
SPRINKLER HEADS (EXTRA HIGH TEMP) ARE LESS THAN S YEARS OLD?
Lj
YES
Lj
No
F.-cl N/A
SPRINKLER HEAD SAMPLE HAS BEEN SUCCESSFULLY TESTED WITHIN LAST
10 YRS?
Lj YES L_j NO
M MN. -I 9-Tol I F. MIRIP7101PI-ifitim-sp-lis =$JIM
Jul-29. 2010 1:22PM Firesh�eld Inc, No-6353 P. 3
mmmdwmmm�
Ky,oFIRESHIELD
Phone: 253-853-4256 Fax: 253-851-9782
P.0.50X 2389 Gig Harbor, WA 9833S
www.fireshieldinc.com
WA EentractormLic # FIRES16024CS
FIRE DEPARTMENT CONNECTION
YES
Z NO eft:
FDC VISIBLE AND ACCESSIBLE?
YES
F1 NO fJ IPI
FDC COUPLINGS OR SWIVELS ARE UNDAMAGED AND ROTATE
SMOOTHLY?
YES Lj NO tj 1A
FDC PLUGS OR CAPS ARE UNDAMAGED AND IN PLACE?
YES
NO
FDC GASKETS ARE IN PLACE AND IN GOOD CONDITION?
YES
NO
FDC IDENTIFICATION SIGNS ARE IN PLACE AND READABLE?
YES
L
NO
FDC CHECK VALVE IS NO LEAKING AND IN GOOD CONDITION?
YES
L
NO
FDC AUTOMATIC DRAIN VALVE IS IN PLACE AND OPERATES PROPERLY?
YES
tj
NO _Al-ljg
FDC CLAPPER IS IN PLACE AND OPERATING PROPERLY?
YES
U
NO
INTERNAL FDC INSPECTION FOR OBSTRUCTIONS CONDUCTEW
YES
NO
_IJV-A
X
N/A
INSPECTION COMPLETION
FULL WALK THROUGH PERFORMED?
YES
NO
BUILDING FULLY SPRINKLED?
4�
YES
NO
BUILDING ADEQUATELY HEATED?
YES
Lj
NO
SYSTEM LEFT IN SERVICE?
YESFINO
INSPECTION TAG POSTED AT MAIN VALVE?
YES
NO
INFORMED OWNER OF INSPECTION AND TESTING RESULTS AND ALL
SYSTEM DEFICIENCIES?
14YES NO
I
INSPECTOR'S DECLARATION
BY SIGNING BELOW YOU ARE CERTIFYING, UNDER PENALTY OF PERJURY, THATYOU ARE AVALID AGENTOF YOUR
COMPANY REPRESENTING THATYOU MAINTAIN ALLTHE NECESSARY LICENSES AND/OR CERTIFICATIONS TO PERFORM
THIS SERVICE FOR THIS SYSTEM IN THIS JURISDICTION ANDTHATTHIS FIRE AND LIFE SAFETY SYSTEM HAS BEEN
PROPERLY INSPECTED FOR RELIABILITY TO COVER THE ITEMS LISTED IN THE REPORT AND IS CONSISTENT WITH STATE
AND LOCATION STANDARDS AND THAT THE SYSTEM HAS BEEN PROPERLY TAGGED AND LABELED AND ALL
DISCREPANCIES ARE NOTED AND HAVE BEEN REPORTED TO THE BUILDING OWNER OR RESPONSIBLE PERSON FOR
CORRECTIVE ACTION.
TESTERS SIGNATURE: DATE:
PRINT NAME:
BUILDING REPRESENTATIVE: DATE:
PRINT NAME: TITLE:
7*r 6-f- (-/ �b (0 1
vvebFIRS
Fire Incident Report
Edmonds Fire Department
Incident #: EF07004314 Case $: Unavailable Incident Date: 12/8/2007
Exposure: 0 Jurisdictional Station: 17 Location Type: Street address
AIVE'0--N
Address:
City: Edmonds State: WA Zip: 9.8020
Incident Type: Removal of victim(s) from stalled elevator
Shift: C Alarms: 1 Grid: EF253
Aid Type: None
Alarm Time: (10:40:49) 12/8/2007
Arrival Time: (10:45:08) 12/8/2007
Last Unit Cleared Time: (11:19:46) 12/8/2007
Actions Taken: Rescue, remove from harm
HazMat Released: None
Property Value: 0 Contents Value: 0
Property Loss: 0 Contents Loss: 0
Fire Service Deaths: 0 Civilian Deaths: 0
Fire Service Injuries: 0 Civilian Injuries: 0
Detector:
Officer In Charge: JOSEPH SOUCY Assignment: Rescue
Mixed Property Use: Not mixed use
Property Use: Multifamily dwellings
z, IN
-7 jD Ar�t5t-i kc�p LL--t5t— -7 71 1
*A
FIRS,
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07004314 Exposure: 0 Incident Date: 12/8/2007
Person('s) Involved
Role: Patient
Name: Bob White Phone Number:
Address: 609 7 AVE N 305 Edmonds, WA 98020
Apparatus and Personnel
Apparatus ID Personnel ID('s)
E17 EF1126 EF1785 EF2313
)FIRS
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07004314 Exposure: 0 Incident Date: 12/8/2007
Narrative
E17 responded non -code to an elevator stuck at the 3rd floor of the Creekside Condos, 609 7th
Ave. N.. Report was that one male was in the elevator, not in distress. On scene, crew was able
to communicate to the victim via the intercom. He had already used the car phone to notify the
elevator company who was enroute at the time. Crew attempted to recall the elevator with no
luck. Breakers and the control room were checked for any problem. Elevator keys were used to
visually confirm the location of the. E17 officer was also in contact with Sound Elevator to
confirm a tech enroute. Tech arrived on scene, performed s
was able to restart the car. Victim was removed unharmed Similar incident occurred 9/1/07.
Tech will remain on scene for maintenance. E17 returned.
FF JOSEPH SOUCY
12 . 08/07 11:58:55 PRINT REQUESTED BY TERMINAL EFPC09
Incident History for: #EF07004314
Case Numbers: $EF07004862 $S207022652
Entered 12/08/07 10:40:44 By SCPC10 SC712
Dispatched 12/08/07 10:40:49 BY SCPCO2 SC777
Enroute 12/08/07 10:42:28
Onscene 12/08/07 10:45:08
Closed 12/08/07 11:19:46
Initial Type: SC Initial Alarm Level: 1 Final Alarm Level: 1
Final Type: SC (SERVICE CALL) Pri: 3 Dispo:
Police BLK: E039 Fire BLK: EF253 Map Page: 454G-5 Group: EF1 Beat: MD17 Sr
Loc: 609 7 AV N EDM btwn GLEN ST & SHELL CR (V)
Loc Info: EDMONDS CREEKSIDE CONDOS
Name:
ED TALLFORD
Addr: CELL Phone: 4252397404
/1040
(SC712 )
ENTRY
M STUCK IN ELEVATOR - NO MEDICAL PROBLEM AT THI
S TIME
/1040
(SC777 )
DISP
E17
#EF112G SOUCY,J-F (L) [M,E,Hl
#EF178S HUNTER,D-F [E,MI
4EF2313 SCHLEICHER,B-F [P,M,H]
/1040
$ASNCAS
E17
$EF07004862
/1040
ASST
TAC21
/1040
$ASNCAS
TAC21
$S207022652
/1040
AIQ
TAC21
/1041
(SC712 )
SUPP
TXT: ELEVATOR STUCK ON THE GR FLOOR DOORS WONT
OPEN
/1041
CHANGE
ADR: CELL,
PHO: 42S2397404
/1042
(SC777 )
ENROUT
E17
/1045
(E17 )
*ONSCNE
E17
/1045
(SC777 )
ONSCNE
E17
INVEST
11119
(E17 )
AOR
E17
/1119
CLOSE
E17
Central Sprinkler Voluntary Replacement Program
Incomplete Claims -Washington State
"Cl6i
"Nu'mber�
Claiman t
P rop.pq y
ropAddress
o
'Pr pqtY -:,.,__�'ropState
PropZip,
BidgC&de,;',
100478162
ERNEST G COLLINS
ROSE MONTE
8127 212TH ST SW #1
EDMONDS
WA
980267467
Condominium
CONDOMINIUMS
400032335
ERNEST G COLLINS
ROSE MONTE
8125 212TH ST SW
EDMONDS
WA
98026
Condominium
CONDOMINIUMS
101412177
AVALON HOMEOWNERS ASSOC
232 4TH AVE S AVALON
EDMONDS
WA
98020
Condominium/Townhome
CONDO
102520963
RITE AID CORPORATION #5183
RITE AID
22515 HWY 99
EDMONDS
WA
98026
Retail
Radiology
21601 76th Ave. West
Edmonds
IWA
1 8026—
9-
550005913
Stevens Healthcare
Hospital
Central Sprinkler Voluntary Replacement Program
Complete Claims - Washington State
Claim,
Claimant,-
Propert y
'PropAddress-
PropCity
PropState
PropZip
BldgCode..
102136294
RAY E METTER
ATRIUM
229 3RD AVE S #201
EDMONDS
WA
980208409
Condominium
200055829
CREEKSIDE CONDOMINIUMS
CREEKSIDE
609 7TH AVE NORTH
EDMONDS
WA
98026
Condominium
CONDOMINIUMS
101581804
JAMES D CHALUPNIK
JAMES D
540 DAYTON ST 201
EDMONDS
WA
98020
Condominium/Townhome
CHALUPNIK
102098042
SHELLABARGER CREEK
SHELLABARGER
504 HOLLY DRIVE
EDMONDS
WA
98020
Condominium
CONDO ASSOCIATION
CREEK
100260279
SEAGATE HOMEOWNERS
SEAGATE
263 4TH AVE SO #102
EDMONDS
WA
980208405
Condominium/Townhome
ASSOC.
CONDOMINIUM
210232314
FOREST ISLE
BLDG #1
14714 53RD AVE
EDMONDS
WA
98026
Condominiurnfrownhome
I 1CONDOMINIUMS
I
IWEST UNIT 103
1
1
1
2/16/2005
ADVANCED FIRE PROTECTION, INC.
19738 - 144TH AVE. N. E.
WOODINVILLE, WA. 98072
HYDRAULIC CALCULATIONS
FOR
EDMONDS CREEKSIDE
EDMONDS, WA.
FILE NUMBER: EDMONDS.
DATE: 9-13-90
-DESIGN DATA -
OCCUPANCY CLASSIFICATION:
LIGHT HAZARD
DENSITY:
.10 gpm/sq. ft.
AREA OF APPLICATION:
4 HEAD CALC
COVERAGE PER SPRINKLER:
MAX sq. ft.
NUMBER OF SPRINKLERS CALCULATED:
4 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED:
54.3 gpm
TOTAL WATER REQUIRED (including hose):
154.3 gpm
FLOW & PRESSURE (at base of riser):
54.3 gpm @ 54.6 psi
SPRINKLER ORIFICE SIZE:
7/16" inch
NAME OF CONTRACTOR: ADVANCED FIRE PROTERCTION,
INC.
DESIGN/LAYOUT BY: DAVE LATENDRESSE
AUTHORITY HAVING JURISDICTION: CITY OF
EDMONDS, EDMONDS FIRE DEPT.
CONTRACTOR CERTIFICATION NUMBER: ADVANFP199B6
SPRINKLER HEAD USED; CENTRAL MOD-GBR,
7/16"5 4.3 "K"
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 007C544 )
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 09/14/90
JOB TITLE: EDMONDS CREEKSIDE, SECOND FLOOR
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL
NODE PRESS. PRESS. @ PRESS.-@ DEMAND
TAG (PSI) (PSI) (GPM) (PSI) (GPM)
18 108.0 84.0 1494.0 107.6 154.3
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
(FT)
1
27.3
K= 4. 30
2
27.3
K= 4. 30
3
27.3
- - - -
4
27.3
K= 4. 30
5
27.3
K= 4. 30
6
27.3
- - - -
7
27.3
- - - -
8
27.3
- - - -
9
10.5
- - - -
10
8.0
- - - -
11
8.0
- - - -
12
2.0
- - - -
13
2.0
- - - -
14
0.5
- - - -
15
0.0
HOSE STREAM
16
0.0
- - - -
17
0.0
- - - -
18
0.0
SOURCE
PRESSURE
(PSI)
9.1
9.9
16.4
9.7
11.1
17.1
30.1
37.9
48.4
49.7
50.3
53.6
54.0
54.6
54.9
54.9
59.4
59.7
F'a 9 e 1
EDMONDS.
REQ'D
PRESS.
(PSI )
59.7
154. 3 GPM
0. 0 GPM
100. 0 GPM
54. 3 GPM
DISCHARGE
(GPM)
13.0
133 . 6
13.4
14.3
100.0
154.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
JOB TITLE: EDMONDS CREEKSIDE, SECOND FLOOR
PIPE DATA
PIPE TAG
Q(GPM)
DIA(IN) LENGTH
PRESS.
END
ELEV.
NOZ.
PT
DISC. VEL(FPS)
HW(C)
(FT)
sum.
NODES
(FT)
(K)
(PSI)
(GPM)
F.L./FT
(PSI)
Pipe:
1
-13.0
0.921
PL
10-00
PF
0.8
1
27.3
4.3
9.1
13.0
6.3
150
FTG
C
FE
0.0
2
27.3
4.3
9.9
13.6
0.073
TL
11.00
FV
0.3
Pipe:
2
-26.6
0.921
PL
21.50
PF
6.4
2
27.3
4.3
9.9
13.6
12.8
150
FTG
2C
PE
0.0
3
27.3
0.0
16.4
0.0
0.274
TL
23.50
FV
1.1
Pipe:
3
-26.6
1.329
PL
10.00
PF
0.7
3
27.3
0.0
16.4
0.0
6.1
150
FTG
E
FE
0.0
6
27.3
0.0
17.1
0.0
0.046
TL
15.00
FV
0.3
Pipe:
4
-13.4
0.921
PL
17.50
PF
1.4
4
27.3
4.3
9.7
13.4
6.5
150
FTG
C
PE
0.0
5
27.3
4.3
11.1
14.3
0.077
TL
18.50
PV
0.3
Pipe:
5
-27.7
0.921
PL
14.00
PF
5.9
5
27.3
4.3
11.1
14.3
13.4
150
FTG
TC
FE
0.0
6
27.3
0.0
17.1
0.0
0.297
TL
20.00
PV
1.2
Pipe:
6
-54.3
1.329
PL
52.50
PF
13.0
6
27.3
0.0
17.1
0.0
12.6
150
FTG
23.00
PE
0.0
7
27.3
0.0
30.1
0.0
0.1713
TL
75.50
PV
1.1
Pipe:
7
-54.3
1.329
PL
32.00
PF
7.8
7
27.3
0.0
30.1
0.0
12.6
150
FTG
ET
PE
0.0
27.3
0.0
37.9
0.0
0.173
TL
45.00
PV
1.1
Pipe:
8
-54.3
1.329
PL
16.83
PF
3.3
8
27.3
0.0
37.9
0.0
12.6
150
FTG
2C
PE
7.3
9
10.5
0.0
48.4
0.0
0.173
TL
18.83
FV
1.1
Pipe:
9
-54.3
2.067
PL
2.50
PF
0.2
9
10.5
0.0
48.4
0.0
5.2
120
FTG
E
PE
1.1
10
8.0
0.0
49.7
0.0
0.030
TL
7.50
PV
0.2
Pipe:
10
-54.3
2.067
PL
14.00
PF
0.6
10
8.0
0.0
49.7
0.0
5.2
120
FTG
E
PE
0.0
11
8.0
0.0
50.3
0.0
0.030
TL
19.00
PV
0.2
Pipe: 11
-54.3
2.067
PL
6.00
PF
0.7
11
8.0
0.0
50.3
0.0
5.2
120
FTG
CB
PE
2.6
12
2.0
0.0
53.6
0.0
0.030
TL
23.00
PV
0.2
Pipe: 12
-54.3
2.067
PL
2.00
PF
0.4
12
2.0
0.0
53.6
0.0
5.2
120
FTG
T
PE
0.0
13
2.0
0.0
54.0
0.0
0.030
TL
12.00
PV
0.2
Pipe: 13
-54.3
4.260
PL
1.50
PF
0.0
13
2.0
0.0
54.0
0.0
1.2
120
FTG
----
PE
0.6,
14
0.5
0.0
54.6
0.0
0.001
TL
1.50
Pv
0.0.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
JOB TITLE: EDMONDS CREEKSIDE, SECOND FLOOR
PIPE DATA (cont'd)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) sum.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 14 -54.3 4.280 PL 125.00 PF 0.1
14 0.5 0.0 54.6 0.0 1.2 140 FTG 2E PE 0.2
15 0.0 H.S. 54.9 100.0 0.001 TL 151.00 PV 0.0
Pipe: 15 -154.3 4.280 PL 1.00 PF 0.0
15 0.0 H.S. 54.9 100.0 3.4 140 FTG ---- FE 0.0
16 0.0 0.0 54.9 0.0 0.005 TL 1.00 PV 0.1
Pipe: 16 FIXED PRESSURE LOSS DEVICE
17 0.0 0.0 59.4 0.0 4.5 psi, 154.3 gpm
16 0.0 0.0 54.9 0.0
Pipe: 17 -154.3 4.280 PL 20.00 PF 0.2
17 0.0 0.0 59.4 0.0 3.4 140 FTG TG PE 0.0
18 0.0 SRCE 59.7 (NIA) 0.005 TL 50.00 PV 0.1
NOTES:
(1) Calculations were performed by the HASS 5.4.0 computer program
under license no. 007C544 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.
Atlanta, GA 30345
(2) The system has been balanced to provide an average
imbalance at each node of 0.017 gpm and a maximum
imbalance at any node of 0.147 gpm.
(3) Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity in
any pipe is 13.4 ft/sec.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL: Steel HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee LngEl ChkVl BfyVl GatV1 AlmCk DPVlv
2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee LngEl ChkVl BfyVl GatVl AlmCk DFVlv
4.260 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00
%
SPRINKLER SYSTEM HYDRAULIC
ANALYSIS
JOB TITLE: EDMONDS CREEKSIDE, SECOND FLOOR
PAGE: D
MATERIAL: DIRON HWC: 140
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T L C
B
G
Ell Tee LngEl ChkVl
BfyVl
GatV1
4.280
13.00 27.00 8.00 29.00
16.00
3.00
PAGE: F
MATERIAL: POLYBU HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T L C
S
G
Ell Tee T-RUN CPL
SGCK
GT-VA
0.921
3.00 5.00 1.00 1.00
7.00
1.00
1.329
5.00 8.00 2.00 1.00
13.00
2.00
Page 4
A D
0.00 0.00
0.00 0.00
6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
JOB TITLE: EDMONDS CREEKSIDE, SECOND FLOOR
WATER SUPPLY CURVE
120+
110+
*0\\\
100+
90+
<-84.0 psi @ 1494 gpm
Flow Test Point
P 80+
R
E
S
S 70+
U
R
E
60+X
P
S
1 50+
40+
30+
20+ LEGEND
X = Required W ' ater Supply
59.67 psi @ 154.3 gpm
10+
0 = Available Water Supply
107.64 psi @ 154.3 gpm
0 ------------------------------------------------------------------
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
September 24,, 1990
Mr. Gary McComas
Edmonds Fire Marshal
250 5th North
Edmonds,- Washington 98020
Re: Fire Sprinkling Systems - Small Multiples
Dear Mr. McComas:
Mr. John Haigh, Seattle Fire Dept. Engineer and I.C.-B.O. Plan Check
Analyist, confirmed September 21st, that garages should not be sprinkled
in small multiple buildings. This decision is based on the fact that
U.B C. Code doesn't require sprinklers in small (3 story or less)
mul;iples. When local jurisdictions dictate guide lines that are more
stringent than Standard U - B - C. Code, then the specific areas requested
are enforced but all the aspects of large "commercial" U.B.C. Codes are
not mandated. In other words,- small (5 to 15 unit) multiples which have
been required by council votes should not trigger all the U.B.C. require-
ments for larger and higherMultiple/Commercial buildings.
Edmonds has severe building height restrictions which will always dictate
"low"' building profiles and basement garage parking. With the new ex-
tensive I hour parking garage protection requirements, adding a "Dry
Commercial" garage sprinkling system is unnecessary.
Edmonds should enforce N.F.P.A. (13 R) rules for our low and small multiples,
but not go beyond the normal residential protection requirements. U.B.C.
Code (13) requires parking garages in large and or 4 story buildings to be
sprinkled along with crawl spaces, attics, and small storage areas. These
N.F.P.A. (13) rules are considered as 11commercial" applications, they are
extremely expensive, redundant, and are not being required by I.C.B.O.
analyists.
Another area that needs to be addressed with these "small" multiples is
the water service line. Separate 4" minimum water lines are required by
Edmonds and Code (13) for private fire protection systems with huge back
flow valves, vaults, trickle meters and stand pipes. Again the small
residential projects (13R) should be served off the primary 2" domestic
water line. The Fire Protection system inside the building taps off this
primary water line with a double check backflow valve. The Design Engineers
have to certify that this type of system has the water volume, pressureP
etc., to pass all codes; but (13R) doesn't demand a separate water line.
Additionally, Creekside Condominiums have a fire hydrant on the entry
corner and a second hydrant just north on 7th.
Please feel free to contact Mr. Haigh (I.-C.B.O.) Fire Protection Specialist
at 386-1454.
Sincerely,
James A. Smith
Owner -Developer
cc: Ron Holland, Edmonds Water Supervisor
John Haigh, Seattle Fire Department
Dave Latendressy, Advance Fire Protection
Jerry Barbera, I.C.-B.-O.
'of'Edmonds
CER -OFFICE CORRESPONDEN!C9LE)
INT
T
.f-ID FROM DATE
TO &
A A)
SUBJECT
Y/4/?o ,171
Ad 60,U ID
Zi;::, S s
it 6 gr-I A
A �4 /i p X"", s 5 o
Ao-,mac- S�v
Op�
0 CA,
A uAt; sr Ao
CL(
c,
C-7141Y iGt filVYW COMA/u�
international Conference of Building Officials
REGIONAL OFFICE: 2122-112TH AVENUE, N.E., SUITE B-300 0 BELLEVUE, WASHINGTON 98004 0 (206) 451-9541
RECEIVED
BOARD OF DIRECTORS OFFICESOF
CHAIRMAN 4 1990 ."JILI)10 JERRY J. BARBERA, P.E.
REGIONAL MANAGER
BRENT SNYDER. C.B.O. FRANK S. NATSUHARA. P.F— S.E.
BUILDING OFFICIAL
PACIFICA. CALIFORNIA SENIOR REGIONAL E14GINEER
EDMONDS FIRE DEM CHARLES J.WRAJAMS P.E.
FIRST VICE-CHAIRMAN REGIONAL ENGINEER
EUGENE J. ZEI I E , P.E., C.B.O. JUAN C. INICHAUSTE, P.E.
SUPERINTENDENT OF BUILDING REGIONAL ENGINEER
AND SAFETY RUEN-WEN MARK CHANG, P.E.
LONG BEACH. CALIFORNIA April 2, 1990 REGIONAL ENGINEER
SECOND VICE-CHAIRMAN
JAMES L MANSON, C.B.O.
DIRECTOR, DEPARTMENT OF Plan Check: 2707
BUILDING AND SAFETY
COUNTY OF SPOKANE Project: Smith Creekside Phase I I
SPOKANE, WASHINGTON Address: 611 7th Av N
IMMEDIATE PAST CHAIRMAN Edmonds, WA
WILUAM E. SCHLECHT, C.B.O.
BUILDING OFFICIAL Code Information: R1/B1 Occupancy;
COUNTY OF WASHINGTON
HILLSBORO. OREGON Type V-1 hour Construction
Stories: 3
ROBERT J. EPPSTFIN, C.B.O.
CHIEF BUILDING OFFICIAL Floor Area: 14,442/7220 garage
FREMONT. CALIFORNIA Occupant Load: 70
808 FOWLER, P.E., AIA. C.B.O. Valuation: $966,500 Fee: $1719.50
DIRECTOR OF BUILDING INSPECTION
ABILENE. TEXAS 1988 UBC Exposure: B
JAN P " GASTERLAND, C.B.O. Seismic Zone: 3
BUILDING CODE OFFICER
ST. PAUL. MINNESOTA Basic Wind Speed: 80 mph
PHILLIP M. HERRINGTON, C.B.O.
DIRECTOR. DEPARTMENT OF Richard Mumma
BUILDING AND SAFETY Building Official
RENO.NEVADA
DOUGLAS E. HOOD. C.B.O. 250 5th Av N
BUILDING OFFICIAL Edmonds, WA 98020
COLORADO RIVER INDIAN TRIBES
PARKER. ARIZONA
GORDON W. MURDOCH, P.E. Dear Mr. Mumma:
,BUILDING OFFICIAL
DANA POINT. CALIFORNIA
MICHAEL J. NOLTE, C.B.O. We have reviewed the plans and associated data for the project
BUILDING OFFICIAL mentioned above to see if it conforms to the Uniform Building
CRESWELL. OREGON Code as well as parts of the Uniform Mechanical Code. We
RON PEAKEREWICZ, C.B.O. have not reviewed them for requirements of federal, or other
DIRECTOR OF COMMUNITY
DEVELOPMENT state and local regulatory agencies. In most cases, the designer
COUNTY OF KITSAP
PORT ORCHARD. WASHINGTON should modify the plans and/or specifications to satisfy these
JAMES R. SINGLETON, C.B.O. comments.
'BUILDING SAFETY ADMINISTRATOR
TUCSON, ARIZONA GENERAL
7+jOMAS R. THOMPSON. C.B.O.
BUILDING OFFICIAL
BROOMFIELD. COLORADO 1. You should ensure that all involved city agencies, such
ROBERT D. WEBER, P.E., C.B.O. as Planning, Zoning, Public Works, and Fire Department, etc.
DIRECTOR, DEPARTMENT OF BUILDING
COUNTY OF CLARK approve of the project.
LAS VEGAS. NEVADA
ALLEN 0. ZEPPER, C.B.O. 2. Your Fire Department should approve:
BUILDING OFFICIAL
STILLWATER. MINNESOTA
a. The access to the building for Fire Department apparatus.
PRESIDENT Section 10.207 UFC
JAMES E. BlHR, P.E.
FAX NUMBERS
Order Depart"Ie"I (213) 692-3853
Plan Review t2l 3)692-3425
ICBO ES (213) 695'4694
Admin,stration �21 3) 699-8031
Main Office: 5360 South Workman Mill Road * Whittier, California 90601 9 (213) 699-0541
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Two
b. The hydrant location. Section 10.301 UFC
c. Sprinkler plan. Chapter 38
d. The fire alarm system. Section 1211
OCCUPANCY AND TYPE OF CONSTRUCTION
1. A two hour occupancy separation should be provided between the
dwelling units and the B-1 garage. Table 5-13, Footnote 3 and Section
503(d), Exception 2. A detail of the assembly should be provided. See
the attached for one approved assembly.
2. The structural pains and the architectural plans do not agree on
the method of constructing the projecting decks. If the decks are supported
on columns at the garage level (as shown on the architectural plans),
then the 2 hour occupancy separation at the garage should be carried
to the outside of the deck framing. If cantilevered (as indicated on the
structural plans), then you may want to consider this as a projection.
In this case, the occupancy separation could be terminated at the underside
of the deck sheathing at the exterior wall line.
3. The walls separating the entrance lobby /stairway /elevator lobby should
be of 2 hour fire -resistive construction. This would also apply to the
wall of the second stairway that is common with the garage area.
4. If two hour walls (with 1-1 /2 hour door assembly) are provided between
the garage and the storage areas, the two hour ceiling assembly could
terminate at these walls. A one hour floor/ceiling assembly would have
to be provided between the storage areas and the dwelling. The exact
location of the separation should be indicated.
5. The doors from the garage into these areas should be 1-1/2 hour
listed assemblies. Section 503(c)3
6. All beams in the garage ceiling that supports loads.from more than
one floor/roof level should be individually protected as required for 2
hour construction. This would include the glu-lam beams and multiple
joist beams.
7. It may be difficult to provide the 2 hour protection of the steel beams
with gypboard since we would not permit the joists to penetrate the protective
membrane. Detail 4, Sheet A8 appears to be incorrect. The type of joist
hangers used should be specified. In our opinion, the saddle bracket
type (Simpson FD) should be used. This would apply to the beam hangers
also.
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Three
8. Actually for the two hour assemblies shown in the Fire Resistive Manual,
by the Gypsum Association (see attached), only BM 2221 appears practical
since the others require complete separation from the beam itself.
9. We are of the opinion that penetrating the fire protection of the wood
beams is not critical. Where the joists are perpendicular to the wood beams,
standard joist hangers could be used.
10. The steel columns shown in Detail 5/A8 should be protected as required
for 2 hour construction. See the attached details.
11. A detail of the typical exterior wall assembly should be shown on
the plans. This building is required to be of one hour fire -resistive construc-
tion.
.12. Since this is a three story building, an automatic sprinkler system
should be provided. Section 3802(g) . If the architect elects to do so,
the sprinklers could be used as a substitute for the required one hour
construction. If this is the case, then the type of construction specified
on the front sheet should be "Type V-1 hour with sprinkler substitution".
13. Since this is a three story building, all penetrations of the floor/ceil.ing
assembly should be enclosed in a one hour rated shaft to the exterior
of the building. Section 1706. A detail should be provided. The locations
.5hould be clearly indicated.
14. Regardless of whether sprinkler substitution is used, the walls and
floors separating the units should be of one hour construction. Section
1202 (b) . Penetrations, such as exhaust ducts, of the ceiling membrane
should be protected by fire dampers.
15. Natural light and ventilation should be provided for all rooms. The
walls between the kitchen and the living/dining areas should be at least
50% open (25 sf minimum). Section 1205(a)
16. The den in the center unit does not appear to have any natural light
or ventilation openings.
17. You may want to require an additional smoke detector adjacent to
bedroom 2 in the upper right corner unit. Section 1210
18. A manual and automatic fire alarm system should be provided. Section
1211
19. The garage is classified as a B-1 occupancy. Mechanical ventilation
should be provided at a rate of 1.5 cfm per sf.unless you determine that
the unobstructed openings in the exterior walls are sufficient for the necessary
ventilation. Section 705, Exception
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Four
20. All- wood exposed to the exterior should be pressure treated or equal.
21. Draft stops should be provided in line with the walls separating the
units from each other and from other uses such as the corridor and stair
enclosure. Section 2516(f). The locations should be shown on the roof
plan.
22. Installation details should be provided for the masonry veneer. The
anchor ties should support no more than 2 sf of veneer. A #9 gauge
horizontal joint reinforcement should be provided at each tie. Section
3006 (f)
23. How is the veneer supported over the garage door opening?
24. The roof slope should be a minimum of 1/41' per foot. Section 3207
25. The -location of the attic access for the trussed roof area should be
indicated. Section 3205(a)
26. The exact amount and location of the attic vents should be indicated. The
location of the required draft stops should be considered.
27. Skylight details should be provided. The glazing and frame should
support the snow and wind loads. If the skylights have been evaluated
by ICBO, The Evaluation Report number should be specified. Section
3401
28. If the.skylights are glass, the inner pane should be laminated and the
outer pane laminated or tempered. Section 3402
29. The factory -built fireplace and hearth should be installed in accordance
with their listing. Section 3705
30. The elevator shaft should be vented. Section 5104. The size and
location should be indicated.
31. All glazing within doors and within 1211 of all doors, sliding doors,
shower and bath enclosures, should be labeled impact type per UBC Standard
54-2. Section 5406
EXITS
1. The rated corridor on the second and third floor should not be interrupted
by the elevator lobby. There is one exception, but that only applies to
fully sprinklered office buildings. Section 3305
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Five
2. Section 5106. (exception) does permit a door to be installed in front
of the elevator door provided it can be opened from the car side without
key, tool, or special knowledge or effort. Some door manufacturers provide
doors for this purpose.
3. The opening in the lobby area should be restricted to one floor level.
Section 1706, exception 1. An alternate would be to include'the lobby
as part of the stair enclosure. The wall (on all three levels) between
the lobby and the elevator lobby would have to be of one hour fire -resistive
construction. The door in this wall should be a one hour listed assembly
with a maximum transmitted temperature end point of 4500F. Section 3309(c).
Optionally, the door and wall on the second and third level between the
lobby and the stairway could be deleted.
4. The glazed panels adjacent to the entry door of t ' he units should
be 1/4" wired glass set in steel frames. Section 3305(h)2
5. The required separation of the two exits appears to comply with Section
3303(c), exception. The actual travel distance along the corridor is approx-
imately 631.
6. One of thehandrails for the stairs should extend at least 23" beyond
the bottom and 12" beyond the top of the stair run. Section 3306(j) WAC
7. The nose of the treads should be rounded and sloped back at 600.
Section 3306(m) WAC
8. Complete stair details should be provided, including tread and riser
dimensions, handrail grip dimensions, firestopping at bottom of stringers,
structural connection of stringers to headers, guardrail dimensions and
connections of guardrails to resist 20 plf lateral load. Sections 1711 and
3306 (c, j)
MECHANICAL COMMENTS
I . The location of the dryer vent should be shown on the plans. Section
1903 UMC
2. If the water heater has a nonrigid water connection and is over 41
in height, it should be anchored or strapped to resist horizontal forces.
Section 504 UMC
3. The bathroom and laundry room should be provided with a mechanical
ventilating system capable of supplying 5 air changes per hour. Section
1205(a). The sizes should be specified on the plans.
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Six
4. . The heating load calculations should be submitted prior to the issuance
of a buildng permit. The size of the heating equipment should be shown
on the plans. Section 407 WEC
5. See the attached sheet for additional Energy Code comments.
STRUCTURAL COMMENTS
1. Roof trusses:
a. The truss shop drawings and calculations should be submitted
for your review prior to fabrication. Section 302(b)
b. The truss fabricator should be one you approve of and their
trusses should be manufactured under a quality control program
of an independent third party. The trusses should bear their
quality control mark. Section 2510(f)
c. Approved hangers should be used at all connections of rafters,
jack or hip trusses to the main girder truss. The type should
be specified on the plans.
d. The nonbearing walls should be held down from the truss bottom
chord with an approved fastener (such as Simpson STC) to insure
that the truss bottom chord wi!l not bear on the wall.
2. Assuming that the deck joists are cantilevered, the 4 x 10 header
over the 8' sliding glass door opening appears to be overstressed.
3. What size bolts are used in Detail F/S6?
4. How is the masonry veneer supported, particularly at Section Q/S6?
5. The connection of the concrete wall to the floor diaphragm should
be designed for a minimum of 200 plf. Section 2312(h)2 I Ov) (page 157
of 188 code) would require straps in addition to the plywood nailing. This
would apply to both Details B and C. Sheet S7
6. The.maximum allowable height of the retaining wall shown in Detail
Q/S6 should be indicated.
7.- � A connection detail should be specified for the connection between
the 4x beams and the girder trusses.
8. The minimum slope of the roof should be 1/4" per foot. (See occupancy
comment 24.) The longest tapered area of the roof is 62'. This would
require tapered joists approximately 15111 deep in addition to the 2 x 12
framing. Trusses would appear to be more practical for a portion of this
length.
Plan Check 2707
Richard Mumma, Edmonds
April 2, 1990
Page Seven
9. . Detail A/S5 should be provided with ties to the wall for the uplift
forces.
10. Details should be provided for the gazebo.
11 - The upper two stories appear to comply with the prescriptive lateral
bracing requirements of Section 2517.
12. Special inspection should be provided for the following:
a. Concrete for the walls.
b. Placement of the reinforcing steel.
c. Installation of the high -strength bolts.
13. You may want to require a soils report since there appears to be
extensive grading.
Our headquarters accounting department in Whittier, California will send
you an invoice for this plan reviewing service based on a valuation of
$966,500.
I am returning all data and plans to you. If you wish me to do the recheck,
please have the designer revise the plans and specifications, indicate on
a separate sheet on which sheet or detail the corrections may be found
and return the check prints. Please feel free to contact me if there are
any questions.
Very truly yours,
Charles J. Williams, P.E.
Regional Engineer
ljh
Enclosures
-7
Jurisdiction
PC #
Project Date
_F2 11
1986 WASHINGTON STATE ENERGY CODE
RE' SIDENTIAL ENERGY CONSERVATION SPECIFICATIONS
Chapter 6--Building Envelope Requirements --Prescriptive Method
Climate Zone I
(Do circled items only)
A) Walls - AD 2 x 6 stud waUs exposed to unheated space should have installed insulation with an R-19 value. Sec
601(a). (2 x 4 waflsAith R-13 batt & R3.7 sheathing or R-11 batt & R-5 sheathing are acceptable.)
Ceiling - Ceiling insulation should be as follows, See 601(b):
—Electrical Resistance Heating - R-38* ey- 1
7=rms
* (R-30 may be used in single rafter vaulted ceilings)
Q Floors - Floor insulation should be a minimum of R-19. Sec 6 01(c)2
D) Slab - Perimeter slab insulation should be a minimum of R-8. See 601(c)l. It should extend between the slab of
foundation and be 2'0" long or longer; or should'be installed outside of the foundation to the frost line.
E) Glazing includingskylights - Glazing should be 21% or less of the gross floor area (Class 90skylight areas should be
doubled ) and classification should be as Mows, Sec 601(d). (Note: The glass has to be labeled as such):
Elect. Resist - Class 60 glazing
Heat pump - Class 75 glazing COP-2.5 HSPF-5.60
- Class 90 glazing COP-2.7 HSPF-6.35
Fuel fired - Class 75 glazing AFUE-.65
- Class 90 glazing AFUE-34
Details should be shown to limit air leakage: Exterior joints around windows and door frames, openings between waIls
and foundations, between waUs and roof and between wall panels; openings at penetrations of utility services through
walls, floors and roof; and aU other such openings in the building envelope should be sealed, caulked, gasketed or
weatherstripped. Sec 601(e)
F) Air leakage - AU windows should be so constructed as to limit air infiltration to 0.5 cfm per lineal foot of operable
sash crack. AU doors should be so constructed and instaUed as to limit air infiltration to 0.5 cfm per square foot of door
area.
G) Moisture control - Vapor retarders having a perm. ratio of one or less should be installed on the warm side at the
fol.lowing locations, Sec 601(f):
1) All waUs separating conditioned space from unconditioned space. Inset batts with facing stapled at not more
than 8" OC and gaps between the facing and the framing that do not exceed (1/16) of an inch, meet the intent of
this section.
2) Roof/ceiling assemblies if the average ventilation space above the insulation is less than 12" or where part of
the required insulation is installed above and part is installed below the structural roof decking.
3) A ground cover of 4 mil polyethylene or equal should be laid over the groundmithin crawl spaces and
overlapped a minimum of 12" at all joints.
1-1) General - Blown or poured insulation in the attic may be used where the slope of the ceiling is not more than 3/12
and where there is at least 30" of clear space. Where cave vents occur, baffling of the vent openings should be provided
so as to deflect the incoming air above the surface of the insulation. Proper protection shall be provided around
recessed light fixtures so that the fixture will not become overheated.
1) Heating devices:
1) Fireplaces - Masonry fireplaces should be provided with a tightly fitting flue damper with a readily accessible
manual control and with an outside source of combustion air. The duct shall be at least 6 square inches in area
and shall be provided with a readily operable damper. See 602(a)3
2) Woodburning prefabricated stoves should also have these features unless the listing doesn't allow it
3) The heating system should be justified to be within 150% of the. calculated heat loss of the building. See
602(a)4
4) Temperature control - The heating system shc�uld be, provided with a day -night thermostat and a shut-off. In
addition, a readily accessible manual means shall be provided to restrict or shut off unused rooms or portions of
the building. Section 602(b)
5) Duct insulation - All ducts, plenums and enclosure (including those from garage installations) should be
thermally insulated except those instaHed between walls or in a space not exposed to outside air. Details should
be given so that compliance with Table 4-16 WEC can be verified. See 602(c)4
6) The equipment should be described so that we may verify compliance with Tables 4-9 to 4-15.
7) Heated swimming pools should be equipped with a pool Gover over the surface of the water and have a label
describing maximum recommended temperatures. See 603(b)
J) Service water heating:
1) Temperature control - Service water heating should be equipped with adjustable automatic temperature
controls. See 603(a)
2) Showers - Showers should be. equipped with flow control devices to limit total flow to a maximum of 3 gpm
per shower head. Sec 604(e)
3) Water heaters - Water heaters should be labeled as complyingAith ASHRAE Standard 90A-80.
4) Electric water heaters should be installed on an incompressible insulation (R-10 minimum) if located in an
unheated space such as the garage. Sec 604(f) .
Fire
ting
Sound
Rating
GA
File
SKETCH AND DESIGN DATA
__7
J
STC
No.
DETAILED DESCRIPTION
35
Construction Type: Wood Joists, Metal Lath, Gypsum Plaster
7=
%" 1:2-1:3 gypsum -sand plaster over 3.4 lb. metal lath nailed 6"
iR
to
FC 5510
o.c. with barbed roofing nails 11/21, long, 0.12011 shank, 7/16" heads
39
to wood joists 16" o.q. supporting 1" nominal T & G wood sub
and finish floor.
Approx. Ceiling Weight: 9 psf
Fire Test: BIVIS 92/42, 10-7-42
Construction Type: Wood Joists, Gypsum Wallboard,
Glass Fiber
Base layer %" type X gypsum walboard or veneer base applied
at right angles to 25 ga. drywall furring channels with 1" type
S drywall screws 12" o.c. Wallboard end joints located midway
between continuous channels and attached to additional pieces
of channel 60" long with 1 " type S drywall screws 811 o.c. Drywall
furring channels 1611 o.c. at right angles to wood joists 16" o.c.
attached with 6d cooler or box nails 17/8" long, 0.092" dia. shank,
1/4" heads, or 17/8" type S drywall screws, two per joist. Face layer
50
%" type X gypsum wallboard or veneer base applied at right
1/2
angles to furring channels through base layer with 1%" type S
to
FC 5600
drywall screws 12" o.c. Face layer wallboard end joints attached
IR
54
to continuous channels through base layer with 1%" type S
drywall screws 8" o.c. Face layer wallboard edge joints staggered
Approx. Ceiling Weight: 5 psf
18" min. from base layer edge joints; end joints staggered 8"
Fire Test: UL R4024-15, 8/31/84
min. from base layer joints.
Design L 532
Wood joists supporting %" interior plywood with exterior glue
subfloor and 11/2" lightweight concrete reinforced with galvaniz-
ed hexagonal wire mesh over film or felt or 1" sanded gypsum
floor underlayment. 31/2" unfaced glass fiber insulation nom. 0.6
pcf R-11 supported against subfloor by wire rods 12" o.c. Alter-
nately, insulation may be 31/2" faced glass fiber insulation stapl-
ed in place against subfloor. Sound test estimate with insulation
and carpet and pad.
30
Construction Type: Wood Joists, Metal Lath, Gypsum Plaster
3/4
to
FC
%" 1:2-1:3 gypsum -vermiculite plaster over 3.4 lb. metal lath nail -
IR
5610
ed 5" o.c. with barbed roofing nails 11/2 11 long, 0.120 " shank, 7/16"
34
heads to wood joists 16" _o.c. supporting 1" nominal T & G wood
sub and finish floor. Tested 13/4 hours.
Approx. Ceiling Weight: 4 psf
Fire Test: NBS 272, 281, 12-15-50
Construction Type: Wood Floor, Wood Joists,
Gypsum Wallboard
Base layer %" proprietary t��=ulnj Db.Qe r�tor veneer
40
base applied at right angl( s Voc h 8d nails
QQ wood ffiois!s 16" o.c.)wi
"
FC 5724
21/2 long, 0.113" shank, 19/64r-heads, 7" o.c. Face layer %" pro -
R
to
(a,d,h,k,
prietary type X gypsum wallboard or veneer base applied at right
44
o,q,wy)
angles to resilient furring channels with 11' type S drywall screws
Approx. Ceiling Weight: 6 psf
12" o.c. Resilient furring channel spaced 24" o.c. and nailed at
Fire Test: UL R2717-35
right angles to joists and through base layer with one 8d nail,
Design L505, 10-21-64
21/2 " long, 0.113" shank, 19/64" head, at each joist. Double chan-
ULC Design M503
nel installed at butt ends of face layer. Wood joists supporting
ill nominal T & G wood sub and finish floor.
55
Fire
Rating
GA
File
SKETCH AND DESIGN DAT
No. DETAILED DESCRIPTION
Construction Type: Gypsum Wallboard
Base layer 1/2 " gypsum wallboard or veneer base tied to column
CM 1100
with 18 gage wire 15" o.c. Face. layer 1/2 " gypsum wallboard or
veneer base applied with laminating compound over entire con-
tact surface.
Fire Test: NBS 303, 7-3-52
HR
Construction Type: Metal Lath, Gypsum Plaster
CM 1300
%" 1:3 gypsum -sand plaster applied to 3.4 lb. metal lath wrap-
ped and wire tied to column with 18 gage wire 6" o.c.
Fire Test: BMS 92/40, 10-7-42
Construction Type: Gypsum Wallboard
Base layer 1/2" type X gypsum wallboard or veneer base against
flanges and across web openings fastened to 1%" metal studs
with 1" type S drywall screws 24" o.c. at corners. Face layers
CM 2010
1/2" type X gypsum wallboard or veneer base screw -attached to
studs with 1" type S drywall screws 12" o.c. to provide a cavity
between boards on the flange. Face layers across the web open-
Fire Test: UL R1319-80
ing laid flat across the base layer and screw attached with 1%"
Design X518, 5-27-65
type S drywall screws 12" o.c. Metal corner beads nailed to outer
ULC Design X518
layer with 4d nails 1%" long, 0.067" shank, 13/64" heads, 1211 o.c.
Construction Type: Gypsum Wallboard
Three layers of %" type X gypsum wallboard or veneer base
around column with first and second layers nailed with 1%n long
ring shank nails as required for support. 1/2" x 0.015" metal strap -
CM 2020
ping 30" o.c. around second layer beginning 18" from each end
of column. Face layer attached to 11/4" x 11/4" 25 gage steel
2
angles held on corners by metal strapping. Drywall corner bead
Fire Test: UL R1319-33
applied each corner with 1" type S drywall screws spaced 12"
HR
o.c. at each corner.
Design X516, 11-3-60
Construction Type: Metal Studs, Gypsum Wallboard
One layer 1/2 " type X gypsum wallboard or veneer base attach -
CM 2110
ed to 1%11 steel studs with 111 type S drywall screws 12" o.c. Studs
located at each corner of heavy steel column. 11/4" metal cor-
Fire Test: UL R3501-58
ner bead crimp attached at 6" intervals.
Design X520, 10-10-67
.ULC Design X520
Construction Type: Metal Studs, Gypsum Wallboard
Two layers of %" type X gypsum wallboard or veneer base, screw
attached to 1%" metal studs located at each corner of columns
CM 2120
with 1" type S screws 2411 o.c. for base layer and 1%" type S
drywall screws 12" o.c. for face layer. 11/4" metal beads at cor-
11
Fire Test: UL R2717-34
ners attached with 6d coated nails 13/4 long, 0.0915" shank, 1/4
Design X517, 5-15-64
heads, 12" o.c.
ULC Design Z503
58 NOTE: All columns are 1OWF49 unless otherwise specified. Heavy columns are 14WF228.
Protection for heavy steel columns does not apply to lighter columns.
Fire
GA
*=93V28UA0Z=
Rating
File
SKETCH AND DESIGN DATA
No.
DETAILED DESCRIPTION
Construction Type: Steel Frame, Gypsum Wallboard
Two layers 1/2" proprietary type X gypsum wallboard attached
to beam cage with type S-12 drywall screws, 1" long for base
BM 1135
layer and 1%" long for face layer, spaced 12" o.c. Base and face
HR
M
joints staggered. Beam cage fabricated from No. 24 ga 7A" x 1%".
steel angles screw attached to steel joists and No. 25 ga 21/2"'
steel runner track supporting 1%" steel studs 2411 o.c. below'
beam lower flange. (One hour unrestrained beam).
Fire Test: UL R1319-133
Design L524, 7-16-75
Construction Type: Steel Frame, Gypsum Wallboard
Two layers of %" type X gypsum wallboard or veneer base around
beam. Base layer attached with 11/4" type S drywall screws 16"
o.c., face layer attached with 13/4" type S drywall screws 811 o.c.
to horizontally installed "U" shaped steel channels (25 gage steel
111/16" wide with 11 legs) located not less than 1/2" from beam
BM 2120
flanges. Upper channels secured to steel deck units with 1/2"
type S pan head screws spaced 12" o.c. "U" shaped brackets
formed of steel channels spaced 24" o.c. suspended from the
Fire Test: UL R4024-5
upper channels with 1/2" type S pan head screws and supported
Design N501, 9-14-66
ULC Design 0501
steel channels installed at lower corners of brackets. Outside cor-
ners of gypsum board protected by 0.020" thick steel corner
beads crimped or nailed. (Two hour restrained or unrestrained
beam).
Construction Type: Steel Frame, Gypsum Wallboard
Two layers %" type X gypsum wallboard or veneer base around
beam. Base layer attached with 11/4" type S drywall screws 16"
2
o.c. Face layer attached with 13/4" type S drywall screws 8" o.c.
HR
to horizontally installed steel angles (25 gage steel having 1" and
2" legs) located not less than 1/2" from bparri—fla ggqgj._Z'1egs
BM 2130
of the upper arijFe -,-,66fred to steel deck units with 1/2" tjp`F
S pan head screws spaced 12" o.c. "U" shaped brackets form-
ed of 25 gage "U" shaped steel channels (ill/lr," wide with 1"
Fire Test: UL R4024-5
legs) spaced 2411 o.c. suspended from upper angles with 1/2" type
Design N502, 9-14-66
S pan head screws and supported 1" x 2" angles at lower cor-
ULC Design 0502
ners attached to brackets with 1/2" type S pan head screws. Out-
side corners of gypsum board protected by 0.020" thick steel
corner beads crimped or nailed. (Two hour restrained or
unrestrained beam).
Construction Type: Metal Lath, Gypsum Plaster
BM 2221
11/8" mill -mixed gypsum-perlite plaster over 3.4 lb. diamond mesh
metal lath attached to beam flange with 11 gage steel clips 9"
o.c. Provide 1" space from bottom flange to lath. (Two hour
restrained beam.)
Fire Test: UL R4197-1
Design 6-2, 1-29-59
3
BM 3110
Construction Type: Metal Lath, Gypsum Plaster
11/4 " mill -mixed gypsum-perlite plaster overa4 lb. diamond mesh
HR
metal lath attached to beam with 11 gage steel clips 9" o.c. (Three
hour restrained beam.)
Fire Test: UL R4197-1
Design 19-3, 1-29-59
62