HomeMy WebLinkAboutPP - 16249 51ST AVE S - UNKNOWN - PERMITS AND PLANS16249 51STAVE S
ASSOCIATED PERMITS
18-5-221 D17-0317
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.
**PLEASE PRINT**
King Co. Assessor's Tax No.: 53-7 7g. G 6 38
Site Address: r Z'' ? S-1 S T ,y'c5 1 U /< W/ctilite Number: Floor:
Tenant Name: Vc / p \Mt #% / 7?LGS l Dom/C E New Tenant? '._ Yes ❑ - No
Property Owner's Name: CC, 2 D / 'C! / O '//" n/ /
Mailing Address:
City State Zip
CONTACT PERSON -if there are questions about the submittal. �g
Name: R i C- K 13 ER E12- Day Telephone: s` O � 'fro 7
Company Name: ..,1- sr- ichQle x 64- V T/ ods , 4.c.
Mailing Address: el Z/O , U p c (Z,c1/1-Ai se,/, -ed 7 14013.0,6-,/, vii es300
� City State Zip
E-mail Address: fR t GK • B ERGS 6 € -Isfl/ 4S 6L v T/a'j Fax Number:
• C otyi Contractor's City of Tukwila
NICET III number: S 7 26.— Os ?/— C61 Business+License number:
Total number of new/relocated devices or sprinkler heads: 4.� 7
Valuation of Project (contractor's bid price): $ ,7/ 8 d 0
Scope of Work (please provide detailed information): .Z/V'ST/A-G c. 1Cl I2 0= . p 0.1 N/ K C. F,,l?S
/4t r O AI Etei c<<S(p&,-r c
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. AID
BUILDING OWNER O AUTHORIZED AGENT: F ,
Signature:
Print Name: I L 61267611
Plan Permit App.doc
q
UKV lL , !1
Day Telephone: ‘--f Z 5- 8V— e7iP U
Date: 4 —/
8/22/14 TFD FP Form 8
Hydraulic Calculations Sheet 1
for
Project Name: Cordon Giovani Residence
Location: 16249 51st Ave So. Tukwila, WA
Date 10/31/18
Job: GIOVANI
Design:
Occupancy classification: NFPA #13D
Density: 0.05 gpm/sq.ft.
Coverage per sprinkler: 16'x 16' MAX
Type of sprinklers calculated: Reliable Res Concealed K=4.9
No. of sprinklers calculated: 2 heads
Total water required: 43.73 psi @ 26.2 gpm @ Supply
Including hose streams 100.00 psi available @ 26.2 gpm
Below curve by 56.27 psi
Type of System: Wet
Water Supply Information: 100.00 psi Somatic
Name of Contractor: 1st Fire Solutions
Phone Number:
Authority Having Jurisdiction: NFPA-13
Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com
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Flow Test Summary Sheet N1.85
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■ Static = 100 psi.
Cordon Giovani Residence Sheet 3
1st Fire Solutions
Description of Fitting abbreviations
Code Description
PT Plastic Tee
PE Plastic 90 degree Elbow
BKF Backflow preventor
MTR Meter Loss
Description of Other abbreviations
Code Description
AO Arm -over
BL Branch Line
CM Cross Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
^.5 Raised to the power of .5 (Square Root)
L Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
•
GIOVANI 10/31/18 3:19pm Sheet 4
1st Fire Solutions
Sprinkler Systems Hydraulic Flow Calculations
Cordon Giovani Residence
16249 51st Ave So. Tukwila, WA
Raw data previous to any calculations
No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW
1 AO1
2 BL1
3 CM1
4 CM1
5 CM1
6 CM1
7 CM1
8 CM1
9 RI1
10 UG1
1.109 11.50 4.9 7.000
1.109 4.00 4.9 7.000
1.109 18.20 BL1 AO1 0.000
1.109 2.20 0.000
1.109 10.00 0.000
1.109 2.20 0.000
1.109 10.50 0.000
1.109 17.00 0.000
1.109 10.00 CM1 -5 0.000
1.358 70.00 RI1 -6 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
20.000
0.000
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
150
150
150
150
150
150
150
150
150
150
Vel Fittings
32
32
32
32
32
32
32
32
32
32
1PT
1PT
1PT
1PT
1PE
1PT
1PT
2PE
1BKF,1PE
1MTR,3PE
GIOVANI 10/31/18 3:19pm Sheet 5
1st Fire Solutions
Sprinkler Systems Hydraulic Flow Calculations
Cordon Giovani Residence
16249 51st Ave So. Tukwila, WA
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Arm -over 1 C = 150
L 11.5 PT 7.00 1
13.0=4.90(7.00)^.5 F 5.0 PE 0.00
1 13.0 1.109 1PT T 16.5 0.02945 PF 0.49 4.3
PT 7.49 3 81 Jct
K -factor for arm -over 1 = 13.0/(7.49)".5 = 4.75
GIOVANI 10/31/18 3:19pm Sheet 6
1st Fire Solutions
Sprinkler Systems Hydraulic Flow Calculations
Cordon Giovani Residence
16249 51st Ave So. Tukwila, WA
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps)
Notes
Branchline No. 1 C = 150
L 4.0 PT 7.00 2 End head
13.0=4.90(7.00)^.5 F 5.0 PE 0.00
2 13.0 1.109 1PT T 9.0 0.02945 PF 0.27 4.3
PT 7.27 3 Cross main Jct
K -factor for branchline no. 1 = 13.0/(7.27)^.5 = 4.82
GIOVANI 10/31/18 3:19pm Sheet 7
1st Fire Solutions
Sprinkler Systems Hydraulic Flow Calculations
Cordon Giovani Residence
16249 51st Ave So. Tukwila, WA
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main 1 C = 150
K=9.57=4.82+4.75 L 18.2 PT 7.49 3 BL1 + A01
26.2=9.57(7.49)^.5 F 5.0 PE 0.00
3 26.2 1.109 1PT T 23.2 0.10827 PF 2.51 8.7
L 2.2 PT 10.00 4
F 5.0 PE 0.00
4 26.2 1.109 1PT T 7.2 0.10827 PF 0.78 8.7
L 10.0 PT 10.78 5
F 7.0 PE 0.00
5 26.2 1.109 1PE T 17.0 0.10827 PF 1.84 8.7
L 2.2 PT 12.62 6
F 5.0 PE 0.00
6 26.2 1.109 1PT T 7.2 0.10827 PF 0.78 8.7
L 10.5 PT 13.40 7
F 5.0 PE 0.00
7 26.2 1.109 1PT T 15.5 0.10827 PF 1.68 8.7
L 17.0 PT 15.08 8
F 14.0 PE 0.00
8 26.2 1.109 2PE T 31.0 0.10827 PF 3.36 8.7
PT 18.44 9 Top of Riser
K -factor for Cross main 1 = 26.2/(18.44)^.5 = 6.10
GIOVANI 10/31/18 3:19pm Sheet 8
1st Fire Solutions
Sprinkler Systems Hydraulic Flow Calculations
Cordon Giovani Residence
16249 51st Ave So. Tukwila, WA
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps)
Riser
L 10.0 PT 18.44 9
F 7.0 PE 8.66
9 26.2 1.109 1BKF 1PE T 17.0 0.10827 PF 6.84
PT 33.94 10
K -factor for Riser = 26.2/(33.94)^.5 = 4.50
Under ground
L 70.0 PT 33.94 10
F 24.0 PE 0.00
10 26.2 1.358 1MTR 3PE T 94.0 0.04036 PF 9.79
PT 43.73 11
Supply pressure available with 26.2 gpm flowing is 100.00 psi,
Notes
C = 150
CM 1
(EL= 20.0 ft)
8.7 1BKF = 5.00#
B.O.R.
C = 150
B.O.R.
5.8 1MTR = 6.00#
Supply Jct
thus system requirement is 56.27 psi below supply curve. (56.3%)
GIOVANI 10/31/18 3:19pm Sheet 9
Supply Analysis
Node at Static Residual Available Total Required
Source Pressure Pressure Flow Pressure Demand Pressure
11 100.00 0.00 0.0 100.00 26.2 43.73
Node Analysis
Elevation Node Type Pressure Discharge
Node (ft) K -Value Source (psi) (gpm) Notes
1 20.00 Orif= 4.90
2 20.00 Orif= 4.90
3 20.00
4 20.00
5 20.00
6 20.00
7 20.00
8 20.00
9 20.00
10 0.00
11 0.00
Supply
7.00 13.0
7.00 13.0
7.49 -
10.00
10.78
12.62
13.40
15.08
18.44
33.94
43.73
GIOVANI 10/31/18 3:19pm Sheet 10
Pipe Information
Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt
Pipe (ft) Hose ID F (ft) Vel Elev Pe
Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes
1
1 20.00 4.90
13.0 1" 1PT
3 20.00 13.0 1.109
L 11.5 150 Pt 7.00
F 5.0 4.3 Pe 0.00
5.0 T 16.5 0.0295 Pf 0.49 AO1:K=4.75
2
2 20.00 4.90
3 20.00
13.0 1" 1PT L 4.0 150 Pt 7.00
F 5.0 4.3 Pe 0.00
13.0 1.109 5.0 T 9.0 0.0295 Pf 0.27 BL1:K=4.82
3 20.00 9.57 [26.2] 1" 1PT L 18.2 150 Pt 7.49 BL1 + A01
3 F 5.0 8.7 Pe 0.00
4 20.00 26.2 1.109 5.0 T 23.2 0.1083 Pf 2.51
4
4 20.00
5 20.00
1" 1PT L 2.2 150 Pt 10.00
F 5.0 8.7 Pe 0.00
26.2 1.109 5.0 T 7.2 0.1083 Pf 0.78
5
5 20.00
6 20.00
1" 1PE L 10.0 150 Pt 10.78
F 7.0 8.7 Pe 0.00
26.2 1.109 7.0 T 17.0 0.1083 Pf 1.84
6 20.00 1" 1PT L 2.2 150 Pt 12.62
6 F 5.0 8.7 Pe 0.00
7 20.00 26.2 1.109 5.0 T 7.2 0.1083 Pf 0.78
7
7 20.00
8 20.00
1" 1PT L 10.5 150 Pt 13.40
F 5.0 8.7 Pe 0.00
26.2 1.109 5.0 T 15.5 0.1083 Pf 1.68
8
8 20.00
9 20.00
1" 2PE L 17.0 150 Pt 15.08
F 14.0 8.7 Pe 0.00
26.2 1.109 14.0 T 31.0 0.1083 Pf 3.36
9
9 20.00
10 0.00
1" 1BKF 1PE L 10.0 150 Pt 18.44 Top of Riser
F 7.0 8.7 Pe 8.66 1BKF = 5.00#
26.2 1.109 7.0 T 17.0 0.1083 Pf 6.84
10
10 0.00
11 0.00
1 1/4" 1MTR 3PE L 70.0 150 Pt 33.94
F 24.0 5.8 Pe 0.00 1MTR = 6.00#
26.2 1.358 24.0 T 94.0 0.0404 Pf 9.79 Supply
Z
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
1B -s— 21.
Dr?—)
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
1/1.0 ��// �_ Z3 gr‹te.e,..6- —Pis
Alts A —1/ -- fis
//Cra, .auf)*-br - alS11(17-'
Needs Shift Inspection:
Type of Inspection:
Project:
2-100 ReA
Address:
Contact Person:
Suite #: 1(07_t( ST7 %A' _
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
1/1.0 ��// �_ Z3 gr‹te.e,..6- —Pis
Alts A —1/ -- fis
//Cra, .auf)*-br - alS11(17-'
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
1
Inspector:
M,45J
Date: 7/2//
/
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
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Ore 691)
Sprinklers:
Type of Inspection:
ii C (Z4 V t 11/0/6) ye/
ue#:
Suite #: /6Z4'9
5 ,SCon
frve
ct Person:
Special Instructions:
Occupancy Type: ,
Phone No.:
pproved per applicable codes.
I I Corrections required prior to approval.
COMMENTS:
gee%
cror>-‘-‘ ntict-3
pK 7'a Com- — ,A -ST
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type: ,
[inspector:
X.,_ _ ..
/i/S1
Date: /41/ j 9
Hrs.: ID
/ /
$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
CANTILEVER
n
3 1/2"
11'--1 1/2"
Bb
6'-2 3/4" =T
BOVE�
2-1"
32'-11 1/2"
43'-3"
506765
4060L0
5'-8"
4 X 10 DFti
HDR
MAIN FLO2R
BEDROOM SUITE 19
6 -
HARDWOOD FLO. R
CV
C
in
2 66
SA_H
11 T
I�I
b
P
0
40
N
y6
6C B0
51-6"
PORCH
2T-4" x 8'-0"
5'-10"
406065
10'-3"
4X10 DF#2HDR TYP.
7,
a
1'1'
3060L5
3060R5
FAMILY ROOM
HARDWOOD FLOOR
STORAGE UNDER
STAIRS
< 4`1,. (4'_3"
2066
" y l 5'.1" �I
4-2666
3068 551.5 CLC 5156
WEATHER STRIPPED
20 MIN. DOOR.
ON , P5
ON DEM
HWT
11° o
—
LAU DRY
ND
IJ
EGH.
INT/EXH 1
INr/5X51 1
V
O
BOLLARD:
4" 5TEEL PIPE CAST IN
CONCRETE. 36"TALI.
24" IN GROUND. FILLED
WITH CONCRETE.
NEW 9096 DIRECT VENT GA5 FURNACE
P
4 X 10 DF #(2 HDR T"P.
EATING SPACE
0
100 CFM KITCHEN
RANGE HOOD OR DOW FT
VENT— X11 A„
_ 3'-2"
-o
KITCHEN
_— 5 b"
Ij
3
DR =— 4 -4 112"
Zv <
WITH INTEGRATED FRESH AIR MAKEUP
14A0 DRAWS FRESH AIR FROM OUTDOORS
THE SYSTEM USES A MOTORIZED DAMPER
CONTROLLED BY A TIMER LOCATED ON THE
FURNACE CASING.
J
2 GAR GARAGE
511 SOFT
e-0?
qk LP
DRYWALL„
CEILING 5/6" TYPE X
COLD WALLS OPTION 1/2" 0755014.
16' X T 5ECTIONAL INSULATED
GARAGE DOOR.
bX12DF#2HDRTyr.
O 16080
16'-2"
4 -
iV
tY
L
UP
ENTRY
HARDWOOD FLOOR
4X 1C
DF #2 HD
v
TYP.
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CC1
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REFS
it
2'-7 1/2"
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00
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OG036 I
" PANTRY
• DINING RM
HARDWOOD FLOOR
4X10P112HDR TYP.
a
1210FX
3000
1210FX
21'-10"
2-10"T
LIVING ,14REA
1287 .1 ft
e
43'-2"
8'-51,
(n
R.
(n
206000
40605X • 206050
1 1'-2"
157 FLOOR PLAN
SCALE 3/16" = 1'
ROOF AND ATTIC
50 YEAR COMPOSITION ROOFING.1.
304 R005I146 FELT.
1/2 EXTERIOR GRADE SHEATHING.
ENGINEERED ROOF TRUSS SYSTEM
R44 BLOWN IN OR BATT INSULATION
INSULATION BAFFLE EVERY TRi155 BAY.
VENT BLOCK AT EA. TRUSS BAY:
3L HAVE SEA. 2" DIA. RD. SCREENED HOLES
'6
ERIOR000
P5OM
TJI 230
NSULATION
INTILEVBR
I•EDAR
9T
'IGHTLINE
POUT TO
4TION
I.-
23'-2 1/2"
VAPOR BARR OR
.004 BLACK VE -QUEEN C VER ENTIRE
CRAWL AREA W/ MIN. 1:' /EAM OVERLAP.
6'X1T0F02OBAM
518' 010 GAL/ ANCHOR 80.35
MIN. 7 IMBED INTO 53E5 HALL
94' 0.0.11' MAX FROM CC RNERB
41.-o"
ERG1NEERED ROOF TRU555YSTEM
OVER GARAGE.
TRUSSES at 24'0.0. 61 12 PITCH
GARAGE CONSTRUCTION
2 X 6 STUDS® 16" O.C.
ALL WARM WALLS INSULATED TOR 21.
CEILINGS R494414E195 NEEDED.
5/8" DRYWALL ALL WALLS (WARM
WALLSREGUIRED)
5/8" TYPE X DRYWALL CEILING..
6" X 12" 0502 BEAM
1/4 X 6 0014EL PINS @ 24" 0.6
4" IMBED INTO FDI. WALL
2X10 D.F. J05T®16"0.C.
I/O" O.G.
WHORL
ONT._
I.!"
8' PIER PAO PER PLAN "-
20
!ICAC FTG.ALL EXTERIOR
U5 E%CEPT GARAGE
A
0055 PER PUN
,E 4X4
T. POST TTP.
!�—PBS 44A
TYPICAL PT6. ALL EXTERIOR
1,161.1.5 EXCEPT GARAGE
SLOPE 1/4' IN 10'
BUILDING -SECTION 136
FOUNDATION PLAN SEE SHT 5 NOT TO SCALE
6 X 12 DF #2 CONT. BEAM
LINE OF CONC. STEM WALL
BEYOND
GARAGE
4' 6050. 51.8.0 OYER COMPACTED SOIL
WELDED WIRE 5058 —
BEDROOM 3
HARDWOOD FL.
3 1/2"
1
O"FILE
HP, SNOOD FL.
NIARDROBE
HARDWOOD FL.
A
V"
1 4'
5 1/2"
405565
O
4020FX
—L I N & as -
(0
4X1ODF#2HDR
151-5"
6040L5
5 1/2"
5-1" : < 8'-8"
LIVING AREA
1073 sq ft
5 1/2"
10'
5 1/2"
6•X12"•5#2 BEAM 1
LINB OP CONc, STEM/
BEYON.
4" INC T1GHTL1NE
DOWNSPOUT TO
INFILTRATION
TRENCH.
T
ry
1'-0 1/2"
2NP FLOOR PLAN
SCALE 3/16" = 1' 0°
EXISTING 6'1,400 FENCE
T
X
I
SOIL STOCKPILE
TO BE WEATHER PROTECTED
DURING WET SEASON
1
X
X
SILT FENCE —�
AtJD CLEARING LIMIT
(0
37-11”
110'
—X—
in
ORIGINAL SETBACK
SOIL STOCKPILE
TO BE WEATHER PROTECT
DURING WET SEASON
D
1'7 M'4
(8'
7-0
0
FG C�(il ;
it
I /2 -''.r' 41"1)4:(
WATER
ETE6
EXISTING ELECT_ ENTRY
ENTRY
20'-4
1T -T'
05 ' 0X1 INC 6 50. FD. RES)
T. �BED dOLIS)4 0. /
OTE 15H' SE53.750NP ' 5AIjmp A5 80 OUNI/ICTION
REA1
61X21'G DE LEVEL
COVERED FOR H.
186 qF
ry
PROPOS • D ELEVATION OF /
FINISHED $IRST FLOOR 35/43"\
MAIN OOR
16 s4.45.'050/3 NED
517E 111PORM ON:
EARL 4 5 96003..
O NER:
ORD• 010 NI
LOT - REA: 7_82 555/0
STEP
9 5F
X150 65141 E5TQRY RE .ENC 690.5
TO DEM ISHE
..
/4554P(OPO Ey1DENC .
MAI FLOG Wl GARAGE 495 5. F.
OPER F . 10735 F. /J
EW T STRUG0URALCOV'-- 6E 4%
41' SLI....
TOT S:
Fl DSC B 60 F
TRU RE ERA 119
MAT
INFILTRATION
TRENCH
SUMP
W/ TEE
D YE/SETBACK
5
30'
CEILING INSULATION
(BY OTHERS)
MINIMUM 6"
60 MIN.
,101
O Without Comments
0 As Noted in Red
Per The Attached Letter
ese plans have been reviewed by The Tukwila Fire
:vention Bureau for :c;)nforrnance with current City
a darils.
Accept7nc.T. IS k3. subject rc: enors and
Oi3SlonS which do o;: authorize. vioiat-ion ; of adopted
yndards and ori is arEc (. The re DoosIbiiity for the
'eq racy of dc. 4s, , '/ CC/tally' with tile dEigner. .
Additions/ (,i `r r.fr•11'1 4 :,1.1{) ' to these drawings after
this date: I,;ili \'01dis I 11iry1"yr%+ and will require a
' n,^
resubr Itt: ,i' I ,c:f3 1./r subsequent approval.
Final accent..".:-' I ;. si.i:: eci' ro lied test and Inspection by
• The Tukwila ^=l; "„,'.., bureau.
Date: / - 3_1111 ' . By:
TUKWILA riP,E DEPARTMENT
`
PleasGe c .5
12O�C5575-14')7 and
give this b .tiye Permit Noa
cinc;11) .e.-.;-S;,t)--)-1,,..ir,s for
. )d� or : .ora c)n
�¢ Icy ilk, rtq v i r el
Flow (bv,,1G •j-) +04 reci/viJ •
UTAATED ATTIC SPACE
TRUSS CHORD
OR JOIST
STABILIZED CONSTRUCTION
ENTRANCE
CANTILEVER
ABOVE. REF.
PROPOSED ELEVATION OF
NEN CONCRETE DRIVE
FINISHED FIRST FLOOR 356'3
64555
5
5
47
SILT FENCE
AND CLEARING LIMIT
-SITE FLAN
FIRE HYDRAN r AT
CORNER OF 51ST AYE. 5.
AND 5.164TH ST. DISTANCE
APPROX. 150'
0
(BY OTHERS)
HANGER CLIP
HEATED
6" MIN:
SPRINKLER PIPE
9'
1 1
EARRIER
(BY OTHERS)
CEILING INSULATION
(BY OTHERS)
TRUSS CORD
1/2" GYPROCK
Notes:
VAPOUR BARRIER
(BY OTHERS)
1) System Type: Wet
2) All material shall be new and U.L. listed or F.M.
approved
3) Fire sprinkler system to be installed braced and tested
in accordance with N.F.P,A. #13
4) In localities subject to freezing conditions, it is the owners
responsibility to provide heat throughout the wet pipe
sprinkler system areas and in enclosures for valves
controlling water supplies—to sprinkler systems
5) Pipe and fittings to be CPVC "BLAZEMASTER"
6) Hangers to be TOLCO #22 or #23 (or equal)
7) Hangers spacing: Maximum distance between hangers for CPVC
8) Locate a hanger within 6" of each sprinkler head
9) Sprinkler system designed per N.F.P.A. 13D
Pipe
21311 •
•
•
SITATU
1 Rick Berger
Demo
Level 3
1st Fire
SCALE: #54c1 ,,,VorMry
DATE:
APPROVED BY:
DRAWN BY
REVISED
DRAWING NUMBER
MrW -