Fire Sprinkler Drawings-Tahoma Terra Storage Bldg A REV1TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
PROJECT INFORMATION:
COMMERCIAL SELF -STORAGE FACILITY WITH 12 BUILDINGS.
BUILDINGS A, B, C, D, H, J, K, L ARE FULLY SPRINKLERED
BUILDINGS E, F, G, M ARE NON-SPRINKLERED.
FLOW TEST INFORMATION
STATIC 55 PSI
RESIDUAL 42 PSI z T m
FLOWING 3227 GPM
LOCATION Longmire St & Tahoma Blvd
8" WATERMAIN
MODEL ID530 p
DATE OF TEST # I�
BY WHO CITY OF- YELM 'FFA Er
STO
UNIT (TYP)
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CITY OF YELM
VERTICAL DATUM
MERIDIAN HORIZONTAL DATUM
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
AUDITOR'S FILE NO. 4620459
NETWORK CONTROL POINT NO. 125213M, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
FIRE HYDRANT
(TYP)
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SCALE: 1"=50'
LEGEND
NEW WATER MAIN
NEW BUILDING FIRE LINE
NEW WATER SERVICE LINE
H
NEW WATER VALVE
NEW HYDRANT
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NEW PIV
NEW FDC
pip
NEW TEE
NEW BEND W/ BLOCKING
NEW REDUCER
NEW WATER METER
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NEW RPBA
IRRIGATION METER
(TYP)
4" SCH 40 CONDUIT W/ TRACER WIRE
FOR IRRIGATION CROSSING (TYP)
o / ® I CONNECT TO EXISTING
— - 10" WATERMAIN STUB
IC EXISTING 10
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STE
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CONNECT TO EXISTING (TYP)
I 10" WATERMAIN STUB — — — _ _ >0p;�o\M _/ /
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OVERALL SITE PLAN
SCALE: 1 " = W-0" 0 25' 50' 100,
IPROJECT
INORTH
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT
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REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
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WA STATE LEVEL U
INSTALLATION COMPANY INFO:
Hoffman Construction, Inc.
159 16th Street East, Suite 101
Pacific, WA 98047-5005
PHONE: 360-825-9797
Randy Hoffman
Certification #3966-0899-D
Certification Level: U
Contractor # HOFFMC1931 D9
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WA. STATE LEVEL 3 STAMP
Expires f WASHINGTON STATE
oEC37, 2a CERTIFICATE OF COMPETENCY
FIRE SPRINKLER SYSTEMS �
Joseph G.Faulkner
9491-0699-CEG Level
5prinx Fire Protection, Inc.
PRINFP011L
i
5/24/2024;
�a e��� I
SCALE: 1" = 40'-0"
Project No. 24-012CM
Sheet Title:
OVERALL SITE PLAN
Sheet Number:
FP- 1
0
•
File:Tahoma Terra Storage Site FP.dwg
170 LF 8" PVC
WATER
13+28.57, 2.50' RT (W) INSTALL
1 - 8" 45' BEND (MJxFL)
1 - 8" TEE (FL) 1 - 8" ADAPTER
(FLxMJ) BLOCKING
INSTALL 1 - 4"x 21/2"x2'/2" FDC
(CONTRACTOR TO INSTALL 1 - 8"x4" TEE
CLEARLY LABEL "BLDG A") (MJ) 17 LF 4" D.I.
FIRELINE TO BLDG A
BLOCKING
13+34.58, 79.00' LT (W) _
INSTALL
1 - HYDT ASSEMBLY
(STD DRAWING 4-7)
BLOCKING
30 LF 8" PVC
WATER
13+34.58, 51.81' LT (W)
INSTALL 1 - 8"x4" TEE (MJ)
1- 4" 45 DEG ELL (MJ)
65 LF 4" D.I. FIRELINE TO
BLDG B BLOCKING
12+27.55, 39.00' RT (W)
INSTALL
1 - 1-1/2"
WATER METER
/
�P5
(COFFEE SHOP)
1 - RPBA
\,\
7 LF 8" Pvc
BLDG 'A'
`\ WATER
\
55 LF 4" DI FDC LINE
\\
O
FROM BLDG A RISER
COFFEE
ROOM TO FDC
? SHOP
\\
F.D.C. LINE
FLANGE TO 1'-0" AFF
\
FIRE SPRINKLER
RISER ROOM
\\\
FIRE
SPRINKLER WET SYSTEM
4" FLANGES TO 1'-0" AFF
VAN
-----
- --
0
8.1 Tz
DCDA LOCATED
INSIDE BUILDING
/ 8" WATER MAIN
13+00
OF
BI
LINE
SPRINKLER I
R ROOM I
I
I
ANGE TO 1'-0" AFF _
BLDG 'B'
SPRINKLER
SYSTEM
w 11+74.72, 2.50' RT (W)
INSTALL
Q1 - 8"x4" TEE (MJxFL)
w 1 - 4" GV (FLxMJ)
>_ 31 LF 4" D.I. PIPE
BLOCKING
18 LF 8" PVC
QWATER
07
Lu11+24.96, 2.50' RT (W)
(� INSTALL
w 1 - 8" 11-1/4' BEND (MJ)
C6 BLOCKING
UJ(STD DWG 4-13)
0
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CID
�(
'ZX
12+00
�000\
SEE FIRE 117 LF 8" PVC J I I \
PROTECTION PLANS WATER
/ 12+52.23, 18.00' LT (W)
INSTALL
N 594055.33 E 1108785.12 1 - 5/8" WATER METER
INSTALL 1 - 4"x 21/2"x21/2" FDC (RETAIL BLDG)
(CONTRACTOR TO CLEARLY 1 - RPBA
LABEL "BLDG B") FIRE SPRINKLER LINE DCDA
12+53.22, 26.00' LT (W) J INSIDE BUILDING
INSTALL (SEE MECHANICAL PLANS, TYP)
1 - 5/8" WATER IRRIGATION 11+92.97, 16.83' LT (W)
w/ DCVA/BACKFLOW PREVENTER INSTALL
TO BE INSTALLED BY LANDSCAPE
CONTRACTOR 1-FDC
(SEE LANDSCAPE PLAN) (CONTRACTOR TO CLEARLY
LABEL BLDG ADDRESS)
BUILDING "A" FIRE PROTECTION SITE PLAN
V SCALE: 1 " = 30'-019
PROJECT
NORTH
0 15' 30' 60'
BLDG 'A'
NN
N
\ F.D.C. LINE
\ 4" FLANGE TO 1'-0" AFF FIRE SPRINKLER
\ RISER ROOM
FIRE SPRINKLER
WET SYSTEM
SPRK RM 4" FLANGES TO 1'-0" AFF
6,.
tv
a
8" WATER MAIN
1_I_L
Q
F.D.C. BUILDING 'A'
N Ix
COFFEE ,
SHOP
�BLDG "A" ENLARGED FIRE PROTECTION SITE PLAN
(aV SCALE: 1 if = 10'-0"
PROJECT
NORTH
0 5' 10, 20'
0
D
8" WATER MAIN
11+05.64, 6.22' RT (W)=
10+06.49, 1.59' RT (E)
INSTALL
1 - 8" TEE (FL)
1 - 8" ADAPTER (FLxMJ)
1 - 8" GV (FLxMJ)
1 - 8" GV (FL)
1 - 8" 22-1/20 BEND (FL)
1 - 8" 11-1/4' BEND (FLxMJ)
BLOCKING
EXISTING FIRE
HYDRANT (TYP)
\ 3
o Via
b ��a _t
C/L INT
10+00.0
11+03.2 (W)
N�
TORAGE
FICE
52 LF 8" PVC
WATER
�11+78.95, 2.50' RT (W)
INSTALL
1- 8"x6" TEE (MJxFL)
1- 6" GV (FLxRMJ)
(STD DWG 4-11)
1-HYDT ASSEMBLY
(STD DWG 4-7)
(11+78.95, 18.50'RT)
BLOCKING
—11+74.72, 31.39' LT (W)
INSTALL
1 - 4" GV
w/ POST INDICATOR
BLOCKING
I
36 LF 8" PVC
WATER
11+31.91, 41.46' LT (W)
INSTALL
1 - 5/8" WATER METER
(STORAGE OFFICE)
1 - RPBA
APPROXIMATE LOCATION OF �0P
EXISTING 10" WATERMAIN
QP
EXISTING 10" WATER STUB
CITY OF YELM
VERTICAL DATUM
MERIDIAN HORIZONTAL DATUM
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
AUDITOR'S FILE NO. 4620459
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
� / a
RW
L INT
10 00,00 (W)=
RW D
N 90867.32 V,
RW RW E 110 11 C E
5 / S� J
- RE
' M1 'NG N
5ZE
\� O
\ \U3
S
10+69.51, 5.50' RT �m
(W) REMOVE EXISTING CAP &
BLOWOFF INSTALL
1 - 10"x8" REDUCER
CONTRACTOR TO FIELD VERIFY
BLOCKING LOCATION, DEPTH, SIZE &
FITTINGS REQUIRED PRIOR TO
CONSTRUCTION.
4" SCH 40 CONDUIT W/ TRACER WIRE
FOR IRRIGATION CROSSING (TYP)
10+73.97, 17.00' LT (W)
INSTALL
1 - 5/8" WATER IRRIGATION
w/ DCVA/BACKFLOW PREVENTER
TO BE INSTALLED BY LANDSCAPE
CONTRACTOR
(SEE LANDSCAPE PLAN)
4"x 2-1/2%
FIRE DEPARTMENT
INLET CONNECTION
36"-42"
SINGLE STRAP SADDLE
FORD FS101 OR
APPROVED EQUAL
WRAP GALVANIZED PIPE
WITH 3M TAPE OR EQUAL
FROM FLANGE TO 6"
ABOVE GROUND LEVEL
THRUST BLOCK
30 15 0 30 60
SCALE: 1" = 30'
NORTH
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O�GM�RF
/
N.T.S.
KEY MAP
FDC IDENTIFICATION PLATE
_RAISED LETTERS "AUTO SPRK"
& BUILDING ADDRESS NUMBERS
4" GALVANIZED PIPE
- 18" X 18" X 8" CONC. BLOCK
OPTIONAL SUPPORT
GRADE
/- IF BALL DRIP IS NEEDED INSTALL 1-1/2"
WASHED ROCK TO AID DRAINAGE
INSTALL A 3/4" GRAVITY BALL DRIP AMERICAN FLOW
OR APPROVED EQUAL AND A 3/4" BRASS 90- ELL
' BELOW THE FREEZE LINE IF DDCVA IS IN THE
✓ BUILDING AND ABOVE THE FDC
�D.I. FL X MJ 90' BEND
DI PIPE TO BUILDING, SEE APPROVED
CIVIL OR SPRINKLER SITE PLAN
MEGAPLUG
RESTRAINED JOINT
13 FIRE DEPARTMENT CONNECTION (FDC)
C7 NTS
UNDERGROUND NOTES:
1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licensed and Certified to install
Underground Piping Per WAC 212-80.
2) Pipe type and class to meet
Local Jurisdiction Approval.
3) All underground piping shall
have a Minimum 3'-0" Bury.
4) All underground piping shall
be U.L. Listed and/or FM Approved for Fire Protection.
5) All underground piping shall
be rodded and/or blocked in accordance with the specifications and
NFPA 24.
6) All underground piping shall
be Hydrostatically tested at not less than 200 PSI for two hours in
accordance with NFPA 24.
7) All underground piping shall
be flushed in accordance with NFPA 24. Flow the required rate until
water is clear as indicated by no collection of foreign material in burlap bags at outlets.
4" - 390 GPM
1011 - 21400 GPM
6" - 880 GPM
12" - 3,520 GPM
8" - 1,560 GPM
8) All underground installation
and testing to be witnessed by the local authority having jurisdiction.
9) Where pipes passes through holes in foundations, walls, or floors, the holes or sleeve shall be sized
4 in. larger than the supply
pipe size on pipes sized 4" or larger.
4" GRV
O
900 ELBOW
411 TO SYSTEM
" RISER MANIFOLD W/:
VERB
I
�OR
(1) DRAIN AND TEST
(2) FLOW SWITCH
EXTERIOR 6" 24V
(3) WATER GAUGE
AC ALARM BELL
=v
0
(4) SIGNS ON BODY
`^
(5) PRV- KIT
4"
I LAD oox
*Pressure Relief
0 10"
Valve installed on
a
'
System Riser -or-
at Inspectors Test
4" DERINGER 30 DOUBLE CHECK
Valve. See Detail
'I -
DETECTOR ASSEMBLY INDOOR
®• �
VERTICAL INSTALLATION w/(2)
= BOR "`
BUTTERFLY TAMPER SWITCHES
Q 2%" ANGLE HOSE
` o
W
VALVE FOR
FORWARD FLOW
W
.g
TESTING OF DCVA.
4" GROOVED
KMS CHECK VALVE
rrw v =
_ 4" FLANGE x
GROOVED
4' FD.0 LINE ADAPTER
_ _ MJ ELBOW
4" SJPPLY LINE Z3 M/ResBaO rained
Q wrRestrained
L E� 411 Flange Adapter Flange Adapters
CTES)�)IRE LINE BY OTHERS
THRUST BLOCK TH%ST BLOCK
UNDERGROUND STUB U P (PER NFPA 24) (PER NFPA 24)
THE FIRE 5UPPLY LINE 4 FD.C. LINE RISER DETAIL
INSTALLED BY OTHERS.
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U.G. PIPING
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FLOW TEST INFORMATION
STATIC 55 PSI
RESIDUAL 42 PSI
FLOWING 3227 GPM
LOCATION Longmire St & Tahoma Blvd
DATE OF TEST MODEL ID#530
BY WHO CITY OF YELM
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VICINITY MAP
N.T.S.
WA STATE LEVEL U
INSTALLATION COMPANY INFO:
Hoffman Construction, Inc.
159 16th Street East, Suite 101
Pacific, WA 98047-5005
PHONE: 360-825-9797
Randy Hoffman
Certification #3966-0899-D
Certification Level: U
Contractor # HOFFMC1931 D9
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Expires WASHINGTON STATE
a -
DEC 31, 24 CERTIFICATE
OF COMPETENCY
FIRE SPRINKLER
SYSTEMS
Joseph G. Faulkner
9491-0699-CEG Level
Sprinx Fire Protection,
Inc.
PRINFP011L
5 24 202
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SCALE: 1" = 40'-0"
Project No. 24-012CM
Sheet Title:
BLDG "A"
Sheet Number:
FP- 1
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WA. STATE LEVEL 3 STAMP
File:Tahoma Terra Storage Bldg A FP.dwg
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Sheet Number:
Sheet Title:
Project No.24-012CM
SCALE: 1/8" = 1'-0"0 16'8'
PROJECT
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BUILDING "A" 1ST FLOOR FIRE SPRINKLER PLAN
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TYCO TY-3131 TY-FRB, QR K=5.6, 1/2" NPT,
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BRASS UPRIGHT
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STEEL Z-PURLIN
MAIN HANGER ROD
TRAPEZE
NTS
H32S
TRAPEZE PIPE, SIZED
ALL-THREAD ROD, SIZED
PER NFPA #13
AND NUTS (TYPICAL)
PER NFPA #13
STEEL SWDR 1"
ADJUSTABLE RING HANGER
SAMMY SCREW SIDEWINDER
FIG. 200
HANGER
DETAIL
PER NFPA #13
ALL-THREAD ROD, SIZED
PIPE RING
SAMMY STEEL
SIDEWINDER SWDR 1"
W/NUT, OR EQUAL.
4"∅ MAX BRANCH LINE
METAL ROOF
DECK
3/8"Ø x 0-8"
ALL THREADED
ROD
'Z' PURLIN
Notes:______________________________________________________________________________________________________________________________________________________________________________
1. SYSTEM TYPE: WET SYSTEM THROUGHOUT STORAGE BUILDINGS A, B, C, D, H, J, K, L. BUILDINGS ARE CONSTRUCTED OF ALL NON-COMBUSTIBLE TYPE V-B CONSTRUCTION MATERIALS. NO VOID SPACES ABOVE
CEILINGS THAT WILL REQUIRE SPRINKLER PROTECTION. SPRINKLER SYSTEM DESIGNED AND INSTALLED PER NFPA-13, ORDINARY HAZARD GROUP 2 OCCUPANCY THROUGHOUT EACH BUILDING. NO HIGH PILE STORAGE,
FLAMMABLE LIQUIDS OR HIGHLY COMBUSTIBLE MATERIAL STORED ON FACILITY. PROPOSAL BASED ON PROVIDING A FIRE SPRINKLER HEAD IN EACH STORAGE UNIT. OWNER MUST MAINTAIN STORAGE HEIGHTS TO 18”
BELOW FIRE SPRINKLER HEAD DEFLECTORS.
2. CONSTRUCTION TYPE: V-B NON-COMBUSTIBLE, UNOBSTRUCTED.
3. SPRINKLER SYSTEM DESIGNED, INSTALLED, BRACED AND TESTED PER NFPA-13 (2016).
4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED.
5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY & TO PROVIDE HEAT THROUGHOUT THE WET PIPE
SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS.
6. SPRINX FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF.
SPRINX FIRE PROTECTION STARTS AT A 6" FLANGE CONNECTION 1'-0" AFF.
7. ALL ELECTRICAL, PAINTING, FURRING, CUTTING OR PATCHING TO BE BY OTHERS.
8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED.
9. EARTHQUAKE BRACING PER NFPA-13 (2016)
10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM.
11. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER.
12. ALL MAINS PIPING 21
2"- 4" IN SIZE TO BE BULL MOOSE TUBE EDDY FLOW THINWALL PIPE. ALL MAIN PIPING TO HAVE FIRELOCK GROOVED FITTINGS WITH WELDED OUTLETS
13. ALL LINE PIPING 1" - 1-1/4 " IN SIZE TO BE SCH-40, THREADED PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. GRID OR TREE LINE PIPING 1-1/2 " - 2" TO BE BULL MOOSE TUBE EDDY FLOW
THINWALL PIPE.
14. LOWER FLOOR PIPE HANGERS TO BE HILTI KWIK CAST-IN ANCHORS KCS-WF, OR CEILING FLANGES IMBEDDED IN CONCRETE ROD AND RINGS.
15. UPPER FLOOR OR SINGLE STORY BUILDING HANGERS TO BE STEEL SAMMY SIDEWINDERS SWDR-1", ROD AND RINGS.
(SEE HANGER DETAILS)
16. ALL PIPE DIMENSIONS ARE CENTER TO CENTER LENGTHS.
17. ALL ABOVE GROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS. TESTING AND PIPE INSTALLATION INSPECTED BY LOCAL FIRE MARSHAL.
18. TOTAL AREA PROTECTED BY WET PIPE SYSTEM BUILDING "A" 12,602 SQ. FT.
19. OWNER TO MAINTAIN STORAGE TO A MINIMUM 18" BELOW FIRE SPRINKLER SYSTEM.
OWNER TO INSTALL METAL BAFFLE IF SPRINKLERS ARE LESS THAN 6'-0" SPACES.
OWNER TO ENSURE EXTRA HAZARD MATERIALS ARE NOT STORED IN FACILITY.
ATTACHMENT TO STRUCTURE :
ATTACH WITH 1/2" X 6" ALL THREAD ROD ATTACHED TO:
TOP CHORD OF Z-PURLIN WITH UNI-STRUT BACKER & 1/2" NUTS AND WASHERS
1 1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG
1" SCHEDULE 40 PIPE UP TO 7'-0" LONG
TOLCO FIG. 980 SWIVEL UNIV. SWAY BRACE ATTACHMENT
TOLCO FIG. 1001 FAST CLAMP
MATERIAL :
ATTACH TO STEEL I-BEAM WITH TOLCO FIG.828 - OR -
Hydraulically Calculated System
This system as shown on
company print no dated
for
contract noat
is designed to discharge at a rate of GPM
(Lmin) per sq ft (m2) of floor area over a maximum area of
sq ft (m2) when supplied
GPM (L/min)with water at the rate of
at psi (bars) at the base of the riser
Hose stream allowance of GPM (L/min)
is included in the above.
Occupancy Classification
Commodity Classification
Maximum Storate Height
Installed By:
SPRINX FIRE PROT, INC.
FP-2.0 04/11/2024
TAHOMA TERRA BLDG-A REMOTE AREA#1
24-012CMBUILDING A STORAGE
.20
956
315.91
42.86
250
ORDINARY GP-2
I-III
8'-0"
SPRINX FIRE PROTECTION, INC.
Hydraulically Calculated System
This system as shown on
company print no dated
for
contract noat
is designed to discharge at a rate of GPM
(Lmin) per sq ft (m2) of floor area over a maximum area of
sq ft (m2) when supplied
GPM (L/min)with water at the rate of
at psi (bars) at the base of the riser
Hose stream allowance of GPM (L/min)
is included in the above.
Occupancy Classification
Commodity Classification
Maximum Storate Height
Installed By:
SPRINX FIRE PROT, INC.
FP-2.0 04/11/2024
TAHOMA TERRA BLDG-A REMOTE AREA#2
24-012CM 1ST FL OFFICE
.10
921
199.01
26.35
100
LIGHT HAZARD
I-III
N/A
SPRINX FIRE PROTECTION, INC.
05/10/2024
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WA. STATE LEVEL 3 STAMP
File:Tahoma Terra Storage Bldg A FP.dwg
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BLDG "A"
Sheet Number:
Sheet Title:
Project No.24-012CM
SCALE: 1/8" = 1'-0"0 16'8'
BUILDING "A" STORAGE ELEVATION
4'
(2
5
3
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2
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TYCO TY-3131 TY-FRB, QR K=5.6, 1/2" NPT,
(55,6 mm)
2-3/16"
BRASS UPRIGHT
SCALE: 1/8" = 1'-0"0 16'8'
BUILDING "A" OFFICE SECTIONS
4'
SCALE: 1/8" = 1'-0"0 16'8'
BUILDING "A" STORAGE SECTION
4'
OFFICE MAIN HANGERS OFFICE LINE HANGERS
ATTACHMENT TO STRUCTURE :
ATTACH WITH 1/2" X 6" ALL THREAD ROD ATTACHED TO:
TOP CHORD OF TRUSS WITH 2 x BACKER BOARD & 1/2" NUTS AND WASHERS
1 1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG
1" SCHEDULE 40 PIPE UP TO 7'-0" LONG
TOLCO FIG. 980 SWIVEL UNIV. SWAY BRACE ATTACHMENT
TOLCO FIG. 1001 FAST CLAMP
MATERIAL :
ATTACH TO STEEL I-BEAM WITH TOLCO FIG.828 - OR -
SCALE: 1/8" = 1'-0"0 16'8'
PROJECT
NORTH
BUILDING "A" 2ND FLOOR FIRE SPRINKLER PLAN
4'
Hydraulically Calculated System
This system as shown on
company print no dated
for
contract noat
is designed to discharge at a rate of GPM
(Lmin) per sq ft (m2) of floor area over a maximum area of
sq ft (m2) when supplied
GPM (L/min)with water at the rate of
at psi (bars) at the base of the riser
Hose stream allowance of GPM (L/min)
is included in the above.
Occupancy Classification
Commodity Classification
Maximum Storate Height
Installed By:
SPRINX FIRE PROT, INC.
FP-2.0 04/11/2024
TAHOMA TERRA BLDG-A REMOTE AREA#2
24-012CMBUILDING A ATTIC VOID
.10
5- ATTIC SPRK SPEC. APPL
125.36
44.05
100
LIGHT HAZARD
I-III
N/A
SPRINX FIRE PROTECTION, INC.
05/10/2024