HomeMy WebLinkAboutPP - 4002 S 152ND ST - RESIDENCE - PERMITS AND PLANS4002 S 152ND ST
ASSOCIATED PERMITS
16-S-116 D15-0302
SITE LOCATION
CITY OF TUKWILA
FIRE MARSHAL'S OFFICE
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Site Address: I(90.Z 36 12404
Tenant Name: A,0 C`;,(M3a
Property Owner's Name: J 0 °ALBA.
**PLEASE PRINT**
17gNu.ec, a
King Co. Assessor's Tax No.: 00'(10 oe 63JZ
Suite Number: Floor:
New Tenant? riv. Yes ❑ - No
Mailing Address:
City State Zip
CONTACT PERSON -if there are questions about the submittal. G Q
Name: �llc<<- (7�1��E� Day Telephone: 4'ZS' eil-ca calor
Company Name: • I Si f f Se> tr , T i 0 /451 t L f✓
Mailing Address: Z /0 /9V et) ILM t,vALy Ai. Su I /re 7 �vgu lta WA 78 B 02-
/l City State Zip
E-mail Address: l G K • .3,eg&E♦�� //rfl((ftur/o. (S, con Fax Number:
Contractor's City of Tukwila Business License number:
Total number of new/relocated devices or sprinkler heads: 3
Valuation of Project (contractor's bid price): $ 7,00 6
Scope of Work (please provide detailed information): 714,STf' flRGA 3,ie//406Ce%L-C
f, es, P 6 i�lcd
PERMIT APPLICATION NOTES
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION. AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUiLDINGOWNER 0R AUTHORIZED AGENT:
Signature:
Print Name: 1 e 13 61
Plan Permit App.doc
Date: S --/J-1 A
Day Telephone: 412,3"--- ft- yf 0 f
8/22/14 TFD FP Form 8
a
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
tf-- (1302_
/6- s-- /16
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:`
—�,
( hCG lAi
Ca".
Ty a of Inspe n:
r`�L
Address: ij�a-
Suite #:
s is)_._
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
dap
proved per applicable codes.
Corrections required prior to approval.
COMMENTS:
&-kokii_L
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ii
Date: cil
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip::
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Pig-- OAT -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: y._02Type9f�ction:
Sprinklers:
Fire Alarm:
Hood & Duct:
Address:
Suite #: Z
/ �.,.Z
!
-r-
sr
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
orrections required prior to approval.
COMMENTS:
4,frtA ts)n
AAt /LAW
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspectors ) J5/j'
Date: y/fig //,
Hrs.: 1. 0
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
-630a-
/ 6 6 30a--
$-6
l
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Oclovl
P -Q -s
Type of Inspection:
5r cfniu-re
Address: D oo c)
Suite #: - I
5 ) Sa rj
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
al. Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Abel) -ole
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
Date: 6//7//z,
Hrs.:
r
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
Job Name:
Location:
Drawing Date:
Contractor:
HYDRAULIC DESIGN INFORMATION SHEET
ANTONIO OCHOA RESIDENCE
4002 SOUTH 152ND
TUKWILLA, WA 98188
05/09/2016
FIRST FIRE SOLUTIONS
1124 VAN OGLE LANE NW
ORTING, WA 98363
Designer: NICK/RICK
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: WOOD FRAME
Reviewing Authorities:TUKWILLA
Remote Area Number: 1
Telephone:425-891-4909
Occupancy:HOME
SYSTEM DESIGN
Code:NFPA 13 D
Hazard:RESIDENTIAL System Type:WET
Area of Sprinkler Oper.
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
650 sq ftl
0.052
330.0 sq ftl
0 gpm
0 gpm
Sprinkler or Nozzle
Make: QR
Model: GL4910
K -Factor: 4.90
Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 34.5 psi Required: 52.3 @ Source
WATER SUPPLY
Water Flow
Date of Test
Static Pressure
Residual Pres
At a Flow of
Elevation
Test
4-2016
80.0 psi
70.0 psi
50 gpm
0"
Pump Data
Rated Capacity
Rated Pressure
Elevation
Make:
Model:
0 gpm
0.0 psi
0
Location: BYRON
Source of Information: INSTALLER
SYSTEM VOLUME 21 Gallons
Notes:
wASNINOTON STAT*
CeRnrIcATe Or COMPS'RNav
rine PROTECTION ppNp,BRSYSTSMS
Rick Berger
3928 -0591 -CG Level 3
1st Fire • , L.L.C.
TFIt'
Dale
de
a
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID
gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 35 35.7 psi
Elevation Change 4'0" 1.7
1 Pipe 1" 4Gx21 Allied Galv 2' 120 1.049 35 0.7
1 1" Thrd Back Flow Valve WILKINS " CHART LOSS 35 5.4
1 1-1/2" CPVC 90 Ell 7' 120 1.610 35 0.4
1 Pipe 11/2" PVx15 CSC 10' 150 1.598 35 0.3
1 1" Other Valve METER CHART LOSS 35 6.9
1 Pipe 12" PVx15 CSC 20' 150 1.598 35 0.6
1 Pipe 1" PVx30 CSC 3' 150 1.101 35 0.6
1 1" Thrd Gate Valve Kennedy 0' 120 1.049 35 0.0
Hydr Ref R1 Required at Source 35 52.3 psi
Water Source 80.0 psi static, 70.0 psi residual @ 50 gpm 35 gpm 75.0 psi
SAFETY PRESSURE 22.7 psi
Available Pressure of 75.0 psi Exceeds Required Pressure of 52.3 psi
This is a safety margin of 22.7 psi or 30 % of Supply
Maximum Water Velocity is 12.9 fps
rage .s
HYD REF
K FACTOR
Qa
Qt
DIA
C
Pf/ft
PIPE
FTNG'S
TOTAL
Pt
Pe
Pf
Pv
Pn
NOTES:
ABBREV.
FITTING NAME TABLE
NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
✓ Valve
LEGEND
Hydraulic reference. Refer to accompanying flow diagram. _
Flow factor for open head or path where Flow (gpm) = K x -\/P
Flow added or subtracted
Total flow
Actual internal diameter of pipe
Hazen Williams pipe roughness factor
Friction loss per foot of pipe
Length of pipe
Number of fittings. See table above.
Total length (PIPE + FTNG'S)
Total pressure (psi) at fitting
Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Normal pressure (psi), where Pn = Pt - Pv
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
NODE ELEVATION SPRINKLER PRESSURE
NUMBER K -FACTOR
(FT) (GPM/(PSI^;)) (PSI)
1
1s
2
2S
10
12
13
14
17
18
19
20
21
Al
A2
A3
W
18.75
18.00
18.75
18.00
9.50
9.50
9.50
9.50
18.75
18.75
18.75
18.75
18.75
9.50
9.50
9.50
0.08
4.90
4.90
12.5
12.6
12.2
12.3
23.7
24.2
24.8
24.1
13.4
12.9
12.9
14.0
15.2
22.3
26.2
26.3
35.7
ACTUAL
FLOW
(GPM)
17.4
17.2
Max velocity of 12.95 occurs in the pipe from A3 TO W
rage '
MINIMUM ACTUAL
FLOW DENSITY
(GPM) (GPM/SQ.FT)
16.8
0.05
17.2 0.05
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
HYD.
REF
POINT
Qa
DIA.
nCn
Qt Pf/ft
FITTING
TYPES
iyco Tire rroaucts
PIPE Pt
FTNG'S Pe
TOTAL Pf
rage
Pt
Pv ******* NOTES *******
Pn
PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH)
17.16 1.101 1E 0.75 12.3 12.3 K = 4.90
2S C=150 3.83 -0.3 0.0
17.16 0.051 4.58 0.2 12.3 Vel = 5.84
2
1.101 1T 3.78 12.2 12.2 EqK = 4.92
C=150 9.56 0.0 0.0
17.16 0.051 13.34 0.7 12.2 Vel = 5.84
3.42 1.101 8.26 12.9 12.9
18 C=150 0.00 0.0 0.0 See PATH 3
20.58 0.072 8.26 0.6 12.9 Vel = 7.00
-4.24 1.101 1E 24.68 13.4 13.4
17 C=150 1T 13.39 0.0 0.0 See PATH 4
16.34 0.047 38.07 1.8 13.4 Vel = 5.56
18.19 1.101 1E 12.24 15.2 15.2
21 C=150 3.83 4.0 0.0 See PATH 2
34.53 0.187 16.07 3.0 15.2 Vel = 11.75
Al
-15.20 1.101 1E 28.77 22.3 22.3
C=150 3T 32.51 0.0 0.0 See PATH 5
19.34 0.064 61.28 3.9 22.3 Vel = 6.58
15.20 1.101 0.74 26.2 26.2
A2 C=150 0.00 0.0 0.0 See PATH 5
34.53 0.187 0.74 0.1 26.2 Vel = 11.75
1.049 2E 10.75 26.3 26.3
A3 C=120 4.00 4.1 0.0
34.53 0.357 14.75 5.3 26.3 Vel = 12.95
W
34.53
35.7
K = 5.78
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21
1S
17.37 1.101 1E 0.75 12.6 12.6 K = 4.90
C=150 3.83 -0.3 0.0
17.37 0.052 4.58 0.2 12.6 Vel = 5.91
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
HYD.
REF
POINT
Qa DIA.
"Cn
Qt Pf/ft
Tyco Tire eroaucts
FITTING PIPE Pt
TYPES FTNG'S Pe
TOTAL Pf
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21 CONTINUED
rage o
Pt
Pv ******* NOTES *******
Pn
1
1.101
C=150
17.37 0.052
6.96 12.5 12.5 EqK = 4.92
0.00 0.0 0.0
6.96 0.4 12.5 Vel = 5.91
-3.42 1.101 2T 12.79 12.9 12.9
19 C=150 19.13 0.0 0.0 See PATH 3
13.95 0.035 31.92 1.1 12.9 Vel = 4.75
4.24 1.101
20 C=150
18.19 0.057
22.16
0.00
22.16
14.0
0.0
1.3
14.0
0.0 See PATH 4
14.0 Vel = 6.19
21 18.19
15.2 K = 4.66
PATH 3 FROM HYDRAULIC REFERENCE 19 TO 18
3.42 1.101
19 C=150
3.42 0.003
2.02 12.9 12.9
0.00 0.0 0.0 See PATH 2
2.02 0.0 12.9 Vel = 1.16
18 3.42
PATH 4 FROM HYDRAULIC REFERENCE 17 TO 20
12.9
K = 0.95
4.24 1.101 4E 99.56 13.4 13.4
17 C=150 2T 34.43 0.0 0.0 See PATH 1
4.24 0.004 133.98 0.5 13.4 Vel = 1.44
20
4.24
PATH 5 FROM HYDRAULIC REFERENCE Al TO A2
14.0
K = 1.13
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
HYD.
REF
POINT
Qa DIA.
nC"
Qt Pf /ft
Tyco tire rroaucts
FITTING PIPE Pt
TYPES FTNG'S Pe
TOTAL Pf
PATH 5 FROM HYDRAULIC REFERENCE Al TO A2 CONTINUED
rage 1
Pt
Pv ******* NOTES *******
Pn
Al
15.20 1.101 2T 17.50 22.3 22.3
C=150 19.13 0.0 0.0 See PATH 1
15.20 0.041 36.63 1.5 22.3 Vel = 5.17
1.101 9.78 23.7 23.7
10 C=150 0.00 0.0 0.0
15.20 0.041 9.78 0.4 23.7 Vel = 5.17
-6.98 1.101 2T 28.64 24.1 24.1
14 C=150 19.13 0.0 0.0 See PATH 6
8.22 0.013 47.76 0.6 24.1 Vel = 2.80
6.98 1.101 1E 20.63 24.8 24.8
13 C=150 1T 13.39 0.0 0.0 See PATH 6
15.20 0.041 34.02 1.4 24.8 Vel = 5.17
A2 15.20
PATH 6 FROM HYDRAULIC REFERENCE 14 TO 13
26.2
K = 2.97
6.98 1.101
14 C=150
6.98 0.010
8.22 24.1 24.1
0.00 0.0 0.0 See PATH 5
8.22 0.1 24.1 Vel = 2.37
1.101 lE 42.98 24.2 24.2
12 C=150 1T 13.39 0.0 0.0
6.98 0.010 56.37 0.5 24.2 Vel = 2.37
13 6.98 24.8 K = 1.40
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
O Q
n�°o
=o
.12
�D�O
coo ZD
Fol v10
co cn
v
m
z
n
m
r -o -n330,
„°.muN:1
7.1 - m
N
0 v CO
i co O O
O000
COVa
13 m N
N Cn
V N (p W N
ODVcmCno
0 0 CO CO
D 0
_._33_.
03
C •• i
r« i
t
00;
(0 (0
13'0 1
3 3
�L.EARANG_ GAS HIGH
SFE(,-F'CAT!ONS tri
.'.OM 5-115LE -EARTH.
:F'_ACES SHALL
)12 S=CTON RI004
AS
/}__L A5 SE
�G t\IA. ST.
D5. .A REMOTE SF^JT
E LOCATED'4 7 Hi t 3'
AND AL _ CC:ME-UST ON
4 -.FROM OUT --1r.
`t
10'x0"
'i'
K`
DN. �F .�{ X{{{C/.�~C_/`•�l .l���<J���h/` iE <x
1
18X18 D3-E912
EN /5 T
(N
'
I i
Al
4
1
4
1" RISE IN WALL
TO LEVEL 2
DRY PENDANT HEA
IN GARAGE
LIa/-ANG AREA ABOVE
S
TAR ^ -E
NEfN-411 -GONG%,AB1 OV_ GRADE 0
-- MIL VAPOR 5ARRIER Q/R 4"GRANtU
REINFOR GING IER STRllG T URAL- DG
1T
R
AR FILL,
PROVIDES HR SEPARATION BETEEN LIVING GARAGE
(MLLEAND CEILING) 5/&11 TYPE X' GAB ALSO AT ALL
-HALLS AND CEILING
- --`- F;RE� i APE r'tL��GY�6: �rJINTS r'�T-BEAST- O�IE-GGAT.
3/8" ___--3:1770!-x-34...3" 2o1:4+ -GORE
HR RATED D00R-WITri CLOSER--- -
ROVlii1= ;(2j b _i l�N�, �Tl ^DiTCTS,IQ 1E l P H!G -4 AND
ONE L O'N,-IN-THE--GARAGE %YALL-T0-PROVIDE OUTSIDE
COMBUSTION /IND -VENTILATION F S FURNACE 4
IS" i' WL SPACE AG ES
NP 71E ?RSR -S
A3 ,ro
,L
y ti
.1
i
SPRINKLER RISER, BACKFLOW DEVICE
FREEZE 'PROTECTION BY OTHERS
e
1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO
ABOVE TOP OF SLAB.
_ _ _ _INSTAL (2) 3" DIM. STEEL BOLLARDS FILLED W/
al
18' X18,-,-
�E, • 8-2
Q
rt
11
C14>
18'X18'
0
C)
A-1
1 61
6-9
oiq�;0'1 2/
V""'
N
cV
-
18'X18'
61IS' X 18'
v
1
2-4''2
F n�Y" - . .E. 'T A,. 1/
7-1/4" r/" N/ 0' I* ADS. 1 _' I/�:.
!15
HANDRAIL ' L2" OFF- RA: :kIG c.R t1ALL
r 2'-i0" ABOVE STAIR -NOSE,
STAIR TO GOM~L`•' N IRC. R311.7.52.1 TY
7--
0,
ASN LLI
1/4'1=1' - 011
T
Without Comments
As Noted in Red
Per The Attached Letter
A.
i -1
-6
_ t
�
9 1
4'71-0"
1-0"
25-3 I/2a
MAIN FLOOR LIVING AREA :534 SF
GARAGE AREA 436 SF
PORCH '50 SF
TOTAL AREA 1;510 SF
These plans have been reviewed by The Tukwila Fire
prevention Bureau for conformance with current City
stwhdards. Acceptaric, I:; subject to errors and
omissions which do rc. sthorize violations of adopted
s:E nciaards aria of dines. i .;5y The responsibility for the
,:eouacy of design _u otally with the designer.
Ar ditior s; deletio, i rV,SiofS to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawing: for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: Cr' — l By:
./ )ldro ret,;$44A
4- Ht.) (644) -i-co- v e
1,8-10 SF
Picmt -c,77,1. 206-575 or4
4'F.6r?v1"r,�V
give to;S FIFO; Permit
and exams ,..2d?._ritss for shut-
• down or &v%fion approval.
FLOOR FRAMING AT CRAWL SPACE:
GONGRE i E IMBED 43" BELO;N SLAE iN 24" DIAM BASE.
PROVIDE (2) 22 GA. x 3/4" MTL STRAP TO FASTEN
ihH` T O,STRUGTURE.
G-EOS, RINCx 14vBRJD ELECTRIC WATER HEATER
=N=Rr`' FACTOR (":'BRIO MODE)
2.4 0R "0UAL. OPTION EE .5 FT'S.
1 " SUPPLY
BY OTHERS
ALARM BELL
6"]
FOUNDATION VENT CALCULATIONS PER IRC R403.I
PENDENT •' INKLER STYLES
PENDENT WITH
401 ESCUTCHEON
PENDENT WITH
SEMI -RECESSED
ESCUTCHEON
PENDENT WITH
CONCEALED
ESCUTCHEON
NOTE: ALL CPVC TYPICAL EXCEPT RISER WHICH IS STEEL
ALL CPVC PIPE. IS TO BE CONCEALED IN BUILDING CONSTRUCTION
FREEZE PROTECTION BY OTHERS
0
C
0
v
METER BY OTHERS
LLi
LLJ
V
)10
c
0
0
CPUC SAIGLE FASTENER
STRIP TYPE MANGER
O1HANGER NAIL
o roac
/0'
,/,.., Ian Mal=
tsataOa
CPVC DOME FASTENER
Egg; APE HANGER
O MANGER DETAIL. la WU
nwar
CPVC DOUBLE FASTENER
LYPE HANGER
OHANGER DETAIL
ate
SURGE RESTRAINER
FOR PIASTICCPPPE OR CPVC
HANGER DETAIL
Ma
CPVC NUR suPPERT Kara
SaffroilitiasW=SPVC S>g 135
GWB CEILING
�. w
IMF
r
are
are
r
.re
r
7,
stars
s
ata
7
•
s
•
a
SCR MI
1saR tri a= Int VIs ala Mar Otrt AVM
tsar. arr = tai as va NIA VIII ata
INF
•
V
air
°ansaistenrV.°r�i':
r
r
r
rr
r
MAP
rl
re
IV
t4re
✓ r
INF
r
IV
Warr
✓ r
INN
e
ti�r�:�or :avr�aa'
MAXIMUM ALLOWABLE DISTANCE OF RESIDENTIAL HEADS IN GWB CEILING AREAS
DEFLECTOR ABOVE SURFACE. MOUNTED LIGHT FIXTURES
SURFACE ACIUNTED LIGHT FIXTURE
'A' DISTANCE FROM SPRINKLER.
TO SIDE OF FIXTLRtE
Less than 1 ft
One ft to less than 1 ft 6 In.
1 ft 6 In. to less than 2 ft
2 ft : to less than 2 ft 6 b
2 ft 6 In. to less than 3 ft
3 ft to less than 3 ft 6 In
3 ft 6 In. to less than 4 ft
44 ftftto less =Venal 4hnfnt 6f in
3 ft Vital? tto han 3Ft 66 �t
gft6htoless'thangain7t
7 ft and greater
SEMI -RECESSED FNEAD DEFLECTOR 1
'B' NAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR
ABOVE BOTTOM Cr -FIXTURE
0'
0'
1'.
1'
1'
3'
5'
14'
VISQUINE VAPOR BARRIER
AND BATT INSULATION OVER
PIPING TYPICAL IN COLD AREAS
CEILING .JOIST OR
/KITTEN TRUSS CESID
DETAIL FOR ATTIC PIPING TYPICAL NO SCALE
EXTERIOR WALL
1:&•,-,-\021=La
IN 11111
14 III
bur.
CPVC COMBO MODNICATION
FOR VERTICAL RISER SUPPORT
5ODE
CPVC RISER SUPPORT TAIL..
-sass
GENERAL NOTES'
PIPING IS CPVC TYPICAL EXCEPT SYSTEM RISER WHICH
WILL BE COPPER OR GALV. STEEL. ALL CPVC PIPING TO
BE CONCEALED IN BUILDING CONSTRUCTION.
ALL HEADS ARE LISTED RESIDENTIAL SPRINKLERS
ALL WORK SHALL CONFORM TO NFPA 13-D
-{- = CENTERLINE OF PIPING ABOVE 1ST FLOOR +-
FREEZE PROTECTION FOR ALL PIPING BY OWNER
ALL ELECTRICAL WIRING BY OWNER
/1'
TO SPRINKLERS SEE PLAN
Qt 1. 1/2' PV UNDERGROUND BY OTHERS
C� 1' LUSTED VERTICAL BACKFLOW PREVENTOR
Q Q 1' RISER ASSEMBLY & DRAIN WITH FLOW SWITCH
01' TO SPRINKLERS
ELECTRIC ALARM BELL FOR SPRINKLERS
/FLOOR
0 j
1" SPRINKLER RISER IN GARAGE AREA
RISER ELEVATION NO SCALE
384 SF.
426 SF
50 SF.
SF.
) / APPRO (MATE
WORK/CLEARING
o LIMITS=0.f5ACRES
CZi
20
PRO ERTi ONE 80.75' S 88°
NOTE:
CONNECIT ROOF
DRAINS TO EXIST
CATCH BASIN
29LF 6" PVC\
UNSMIte
tr.
20' EXIST
\ ASPHALT
DRIVEWAY
APPROXIMATE LOCATION OF
SILT _,_P-ENCE ACT.UAL LOCATION
TO BE' DE IERINED IN FIELD AS
CONSTRUCTION PROGGESSES
— REMOVE EX
1 CHAIN LINK
1 FENCE
EX. CHigIN
LINK FENCE
11.
\\
_SL__452nd
\\
CD
\\ EXIST TREE
STRtp- (TYP)
AP OX.
LOCATION (TY'N
UNDERGROUNI) GAS
-LINT TO LOT 2 (NEEDS
.T•osE RELOCATED TO
1TY PA
PROPERTY LINE
EX. SSEW
RIGHT
FIRE
CONSTRUCTION
ENTRANCE
EX. CATCH
_ BASIN (TYP)
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPinioncLun win:swats
Rick Berger
3928-059 -CG Level 3
TFI OF
NOTES
REVISIONS
SPRINKLER SYMBOLS
c-,
FIRST FIRE SOLUTIONS
1124 VAN OGLE LANE NW
ORTING, WA 98363
425 891 4909
ANTONIO OCHOA RESIDENCE
4002 SOUTH 152ND STREET
TUICWILLA, WA 98188
NFPA 13-D
SPRINKLER
A 0 at
0
"um. mumiN
DATE
DESCRIPTION
•
PERMIT NO.
CONTRACT NO.
-.
APPROVAL
DRAWN BY NICK/RICK
1ST FIRE
ISYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
MODEL#
-
DATE 05/09/2016
1 (g14
4
PEND
CHROME
155
5.60
1'
GL5635
GLOBE
GL5635
FP 1
of 2
DIRECT \/SIT GA5 HIGH _EFFiGENGY FIRE
P! AGE - O 5E INSTALS . ER
MANLFACTUIRE SPEC FICATIONS N!/ 20"
NIDE (MIN.) NON-COM ;UST( LE HEARTH.
FACTORY -SU' ILT FIREPLACES SHALL
COMPLY V'UTH IRC 20L2 SECTION RI004
AND NAG 5i—iS-402 AS lnE! L AS E_
CERTIFIED AS M_FETIN6 NA. ST.
EMISSIONS STANDARDS.. A REMO i:E SHUT
OFF VALVA SHALL E'E LOCA i ED NIT FN 3'
OF THE FI; ..E. PLACE AND ALL COMBUSTION
AIR SHALL E TAKEN FROM OUTDOORS'.
421-0"
10'-10"
41-0 11 -?"
V5_0_
_0_.
rot-
i t
1-1012
1 L- STER BT
-/////////////7 /‹..22.-1/./.y/ ///////X/2„/ �4
vi 1/ \
V. //// //./- — — —- / 18'X18'
Ind I?2' ; `r'- l u
15-
_t
11 u
..J
18'X d8'
ICS` L..7
2 / ..-0
•i7
1
. W'
.1
CY
7 A1_
CV
_r; •
1-7"
9-9
18'X1'8
}>_
18X18'
I'".
REMOTE- 44-1
/411-1'
=P. ✓*._:./.
2 -LL.
001.�I A
A
.M.�—,� 1,344 SF Aff-------14
— 0"
7-'0LN:.=T:ON DRAIN:
:1 D i.: i -`E T _R F -'R . 71`iQQT4 , J AL_E i
_FFPROVED DRAINAGE SOURCE
TOF OF SUE O
OP 0
MASTER SUITE
-7Y717,
1/ .5
YENTEC ATTIC
FR=ir4.3RIC,4-.TED
FRE Ei INEER'TD TRUSSES
it.
I
^� /'
HAI I
BATH
%t '
R 49 INSULATION
TYP.
I 11
ISEDROOI' i
K.
BEAM FER
STRUCTURAL PLANS
=R0VIDE i HR .,EFAR=T'ON 5ETUEEN _f`/INC =
GAR AGE S%8' =_ `X' G. E, ALSO AT CE!L.NG.
K
= 1
' SL=S ON GRAD- =ER SRUC I URA_ DILL .,
— OVER 4' CRUSEDI ROCK EASE VAPOR E4RRIER �7
=L_ =OF - =DOTING S /
-O O\, ER JND IS T SRBED SOIL
I�
OPEN TO DINING
POST a, BEAM PER PLAP
OPEN TO LIVING
SENTIC1'
11.
NE/N NOOD FRAMED STAIRS N/ .5 RISERS @
7-1/4" NV :0" TREADS. I L'2"
HANDRAIL OFF RAILING OR'AA-
2'-i0'
A___ -i0' .AE0'/E STAIR NOSE.
STAIR TO COMPLY N! IRC
TOP OF PLATE
VENTED ATTIC
PREFABRICATED
FRE.=NGINEERED TRUSSES
TOP O`SELOOR
BEAM PER
STRICTURAL. FLANS
112 CEDAR E. OR
CEMENT HARD! PANEL
TYF.
O-- OF SUE LOOK
CO
TOP
_ W
TOP OF SUBFLOOR
e-1
YENTA ATTIC L
FRAF ^ RIC^TE
FR= E GINE=q:- %•
R 49 'NSUL.=TION TYF
2x6 /. T =RIOR
iN.StiLLAT/..7\!
TRUSSES
II 1
VEDR
ROO' '3
2x6 EXTERIOR WALL
NSUL AT:ON---__
•
11
-r
FOUNDATION DRAIN: -
4' DIAMETER FERC, SMOOTI-! WALLED -
FIFE TO APPROVED DRAINAGE SOURCE
TIP.
N/STUD''
FOE; 7:2
KITCHEN
f l A 1i
POST I FOOTINGS
FER STRUCTURAL PLANS -
s
CT I O\
1/4"=1i s 0"
2x5 EXTERIOR UAL:
R-2 'NSUL .TION
A.1) AAMVAN/
FLOOR FRAMING- FER S T RUC T .1RAL PLANS
R-30 INSULATION (TYF).
6 MILL MOISTURE BARRIER (T F).
TOP OF Pi
OF OF SUBFLOOR
I Oi 0
TOP OF SUBFLOOR
/1
WASHINGTON STATE
CERT!!ICATE or COMPETENCY
FIRE PROTECTION SPRIHKLERSYSTEMS
Rick Berger
3928-059 -CG Level 3
Fire ns, L.L.C.
1DF
6-3-
a Sl�aat
it--ri4•
Date
W
2' 4'
n_
' 8' 10' 12' 14' 16' 18'
NOTES
REVISIONS
SPRINKLER SYMBOLS
DATE
DESCRIPTION
SYM ICN T
'PDSITION
FINISH
TEMP 1 K
1NPT
(SIN 'MFG:
IMDDEL#
129
PEND
(WHITE
155
( 4,90
11/2'
- GL4910 (GLGBE
1GL4910
(g" k
IPEND
(CHROME
155
15.60
11'
( GL56351GLDBE
16L5635
FIRST FIRE SOLUTIOI
\
1124 VAN OGLE LANE NW
ORTING, WA 98363
425 891-4909
ANTOMO OCHOA RESIDENCE
4002 SOUTH 152ND STREET
TUKWILLA, WA 98188
a
NEPA 13-D
SPRINKLER
PERMIT NO.
CONTRACT NO.
APPROVAL
DRAWN BY
SCALE
NICK/RICK 1
DATE
05/09/2016
ROMEO
FP 2 of 2