Plans (49) FPS2021 -00088
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GENERAL NOTES
-- - - -- - -- ------- -- -- - ---- '- -
' ALL SPRINKLERS AND PIPING SHALL BE
RECEIVED DESIGNED AND INSTALLED TO CONFORM
TO NFPA 13
® E E OO OO E E OO OFFICE COT�Y 2) TO SUPPORT
THE
OF THE BLDG,
JUL 212CZ1 TO SUPPORT THE SPRINKLER PIPING IS
THE RESPONSIBILITY OF THE BUILDING
CITY OF TIGARD OWNER AND/OR THOR STRUCTURAL
BUILDING DIVISION 3) REPALL O-SNTTVE.
�:T I FURRING, CUT
FURRINTING ING, PATCH AND(FIRE
\ NOTES: CAULKING TO BE BY OTHERS U.O.N.
-�� 4) SPRINKLERS HEADS ARE NOT
1. PROJECT CONSISTS OF INSTALLING NEW UPRIGHT AND DRY PENDANT SPRINKLERS DUE TO REMOVAL OF CIELINGS AND NEW WALL AND COOLER LAYOUT. OR R 1/4aPar LOCATED IN THE IEA
—__ — 2. COSCO FIRE PROTECTION WORK TO BEGIN AT EXISTING WET SYSTEM USING EXISTING OUTLETS AND MECHANICAL TEES OSYMMETRICAL
MPOINTSRICAL PAT THE 1TH, NOORR IN A
— I PATTERN NTH OTHER HANGER LEGEND _
3. SPRINKLER SYSTEM IS DESIGNED BASED UPON THE NFPA 13 2016 EDITION STANDARDS. CEILING FIXTURES UNLESS NOTED. A SAMMY
4. STRUCTURE CONSISTS OF STEEL JOISTS AND STEEL DECK. 5) OWNER To PROMDE ADEQUATE HEAT B SIDE SAMMY
5. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. IN AREAS WITH A WET PIPE SPRINKLER
6. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. srsTEM TQ PREVENT PIPES FRaM D TOP BEAM CLAMP
FREE Z NG
E E * O E E O 7. EXISTING PIPE E EYELET - TOLCO 58
8. NEW PIPE 6) ALL SPRINKLERS IN UNCONDITIONED
SHALL BE
INTERMEDIATE OR HIGH TEMPERATURE.
O- -' 7) ALL DMCONCENSIONSCARE SHOWN CENTER * *I BEAM BRACKET
G WEDGE ANCHOR
1 .� -�-
� - TO CENTER EXCEPT THOSE SHOWN AS
1 i (X-X) TO BE CUT DIMENSIONS T TRAPEZE - SEE DETAIL
CO- - - 8) ALL ELEVATIONS ARE SHOWN TO THE
� CENTER LINE OF PIPE 4 N 1 1 4 N NO LOCK LEGEND
A NUT REQ'D �� P PIPE 0 LET G GROOVED OU7ET
-212 1 -6 - PIPE SIZE Ss=0.870 C =0.48
LL1D BOTTOM 0F DECK BOB BOTTOM OF BEAM
—J'*' 1" 43' 0.C. Ba BOTTOM OF AST BDP BOTTOM OF PURLIN
t FIG, 69 1#" 46' O.C. z WAY ED 4 WAY E0
-- I-'- L - ----- - (V O J STRAP RETAINTNG BEAM CLAMP VIEW A-A 2 49' O.C. II GRODYtD CaPUNG / NANO
2" 53' O.C.
' f '-✓ � O PIPE UP 10 HiDAUl1C NODE
STEEL BAR JOIST 3/8"x ATR
- -- E-- - LOCKING THREAD C Tow 000 �^, EE Doom
r CONNECTION
EO O O I NFPA 13 2016 9.3.6.5 STRUCTURE
NE RESTRAINT NOT REQUIRED ATTACHMENT TEMPERATURE PIPE
E E LISTRUCTURE
m
j ---- WHEN THE DIMENSION TO THE (STEEL) O 155" 165" STRUCTURE
$ 20V/212^ O ®
TOP OF THE PIPE TO THE POINT OF ATTACHMENT TO THE
�"
_ ADJUSTABLE RING -w--�ERICO RESTRAINT >� 286" TBOD
�" OO • 1"
HANGER STRUCTURE IS LESS THAN 6" ATTACHMENT N& 350" T 0 o T
r - -- NFPA 13 2016 9.3.6.7 1*L 500" O ■ 1"
- _ TOP BEAM CLAMP RESTRAINT I NOT REQUIRED ON LINE RESTRAINT
C ;_, ;F 1 1 4 ^ 1 1 4 DROPS OR ARMOVERS NE RESTRAINT SYMBOL N
) j I E E E �1" TEE W/ PLUG
T T
- - - ___ - _ - ---- 11.4 11 4 C.D.J. 1x(0-2) m
> NIPPLE
c �
- ---_____-- — E O RANCHLINE uy S
*E E EID
r I FDRY PENDENT � N
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(FIELD MEASURE)
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REA OF WORK L_L
b SYMBOLS
' (E0 Ceiling Ht. AFF
e + a I x13 C/L of Pipe Below BOD APPROVALS REQUIRED
+12-4 C/L of Pipe AFF
4
101 Hydraulic Ref. Point
I f Hanger
OPeeG
LOCATION PLAN irce = UP
S I + -�- Closed Circle = ON REV DATE DESCRIPTION
N NET TO SCALE
ENUMBER
NUMBER 24PS7847
DESIGNER DAIS
RL 7/15/2021
8 0 S 16 24 SHEEr
OF FP-1