Plans (14) FPS2015 - 00093
C EP
® (E)ROOF DECK
27'-9" MAY 2 7 2015
VARIES fl UTY 1 i fK ARD
11/2" X 1"MECH.TEE 1"RING HANGER WITH 8"ATR
®®�� r 1x1xY2 TEE w/PLUG
11' , ,
N—IN
(E) BRANCH LINE CO
26'-0" ,
NO MORE THAN 1
SPRINKLER TO BE
SUPPLIED BY MECH. RELIABLE F3QR DRY
TEE 'PENDENT ASSEMBLY
I . I 1 • 1 I I ��
! ! 1 1 I 1 I (N
II
I I 1 I I
1 I ! D I I I BOT.OF(E)STRUCT. -- N v� -I I v I I I
I I I I i
I (1 •k • I, i.
0 .,' 1-0 1.
I
1 i i € I I S CLG.
I ,l:. I I V t— I ! I 4♦ ,�
1 �,_ Ii„ 12'-9„ _ 12'-9„ 1 0,-41 J 1 I 1 ► • 3'_2_„
1 ! .gym 2" 1 1 1
♦ 2
I I • 1 I 1 ! i
T1--
^�'y� t : ' S gg t
i i Lei �WSA #"m`E s, *M",':3 5 € err E:. &:x . t 1 a
! 1 i 194 1 1 I I ! I FREEZER DROP DETAIL
1 I , I 11 1 ! 1
5 • f f
2�� 1 2 '0 3_0 � j > 1 ! 1
SCALE- N.T.S.
1 I I e,- I i I
1 ;� ' . I I _ I I1. ' . 1 I I
l' P\ 1 1" 1, 1" ,1, ,1;
1 0 ,. I I I I i
1 - �[�"i2��� °' 2�. 3 110'-O" I 1
1 I 1 i q t I 1
! ' \'1/ IPc I i / 1 /� 1 i
_ ( I 1 1 1-4'-1-6"--t---4'-6".. I I
1 r0 1 \ I 1 1 I I _ 4 1
L"z,, 4 t 1 Q •C Q 1 / j -I I € 1 Y2" X 1"MECH.TEE 3
n F,# • 1"RING HANGER WITH a"'ATR
�" \
I t I I I I
1
1 - i I % I I i' 1 � ',
1 I y_ t I • I 1 1 t _II� rv.
�t I I \ , 1"XASREQ.
, , , , �� 'i' i/ i' Hanger No. W02 EXIST.1Y2'PIPE
2602_. 3-� o �� €
! E, 1 1 , I VT End Thread Lag NO MORE THAN 1
1 _ 1 yl k I 5 2 I I °
SPRINKLER TO BE o
€ I ! I P I N 1 Wood Joist or Beam r 1 SUPPLIED BY MECH. rn
VT End Thread Lag
1 "� 1 I y '> ! 1 ! I T\� TEE X
i I 1 ! - =�,
t ! I I a
,L, l''1 1 A A % /7 / A ,i, milli
' 2� 2 3-0 4 o
€ I I 1 t o I \ III
o I c
1 I I I I I ,� in 1
1 '" 1 1 1 I °� Rod = r'X AS REQ.
All Thread
%1"90
g 0''' \10
1 / 1 I t 2 r 1 "-) Pipe
�,, Swivel Rin
a � i p ij� 1 9 + cc CLI
I 1' 1' o l/ , i ��; 0 CC
I to I I I I 1 I o
1 I I I I I 1 1 r'X'/z R.C. w
1 °' I i I I 1 1 �'
1 I I II I ' ' I i ..�� ..�.
r
ce
,I. '` /0
2-6 21'0 ` 3, 0 k k Pp-)
L ssP
i , ti , x i , + T ti i in a ,
1 ,I., 1 c 1 ��" -I HANGER DETAIL OFFICE DROP DETAIL
I M g I I I 0 � `� 1 \
0
SCALE- NT.S. SCALE- N.T.S.
1 I b I r I I (-2� .° _ i ;.,-,
i °' V. 4 ,, 1 I I I .� 1 I
I I 11 1 "'
1 1 • f�I 1 I •— i 1 \
1 `d 2 6 f 2 3 O 1 1.1 i i OP TIGAJ[W
1 k i k I• k REVIEWED POR CODE COMPLIANCE
>1 P7 4.1. \§ O ;,, t,'\o� r y,+1' y,+\I j) o� �l ,+,o Approved:
? ,..m u rm a ' mg am 4 to 0 Am F` ®um® r T 6m &mC'E .,5' f u 5:. &C�... , OT�I•
"
3 :
Pernut#.
€ (, I I 1 1 II�
111 , €
1 ' 4124] � p — x2--c. �� 3_� O ! I 1 ���Y�sB: T-55T'2;j4.)1/
�C J`��'1 \1 c�
i v' 1 I i ; C I 1 I I I Suite#. �-i /
L 11 : I,
i f ` — �� L c �� Date•(I) TE\ A\T AREA •
■ •■ \ \ 7/ 2 7/5 OIL A_
,..
=:. „.,, ..»1"��? y� n W- 3 f ur .. e*.... s;�z x kWAM?, .��z, aaerar
e r�`,.,,�1. r-Wo-.,., .,.. .,- .. ._ate`.. ...�. w,a::a...�&,R.z .«�,».�,,.:: ,,.,:e"•, :.,,, - . ..> _ ..'�.-;m«». 0'� .�:o-.,,,,� ....��.-:�.>,c,.r, .> ,..�.x>� a .�.,»�,.
I
OFFICE COPY
%, � S o __ _
-c,
I (E) OPEN WAREHOUSE
I I
I I
2'-0" 39'-0" � I (E) OFFICE
/ / / I . 1
I i
FIRE SPRINKLER PLAN
1111
3 6 �..: I
_X,REVIEWED REVISE AND REatiBMIT
REJECTED MAKE CORRECTIONS NOTED
SCALE - %"= 1te �
'-0" r- , — —
_ Vendor is entirely responsible for performance of his
product{s). Corrections or. commants made an theAR-A 0F /______,
shop drawings during this review do not relieve
WOR contractor from compliance with requirements of the
drawings and specifications, This check is only for
PLOT PLAN review of +general conformance with the design
concept of the project and general compliance with
SCALE-Ye4"=1'-0" the information given in the contract documents. The
contractor is responsible for: confirming and
correlating all quantities and dimensions; selecting
fabrication processes and techniques of construction:
coordinating work with that of all other trades; and
performing work in a safe and satisfactory manner.
VLMK CONSULTING ENGINEERS
(503)2224153
Date: 5/22/15 By; Jason Sahlin
GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA
1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED _ - - (:; (::::
DSSU EXISTING SPRINKLER 155 1/2 BRASS - O WORKING DRAWING 4/30/2015
,,,,,
2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY1 , CITY OF TIGARD OCCUPANCY: ORD. HAZARD GROUP II
(1-B) WHICH ARE END TO END • SSP RELIABLE F1FR56 RA1414 155 1/2 CHROME REC CHROME 4 2. OWNER / ARCHITECT DENSITY:
Q DRY SP R5714 212 1 1/2 CHROME REC CHROME 27
FREEZER EXPANSION
3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 3. REM OTE AREA: -
PAMPHLET NO 13 4. INSIDE HOSE: - z
4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 5, OUTSIDE I D E HOSE: - �
PAMPHLET NO 13 73/9
5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 — WATER SUPPLY 7 SW KABLE LN, TIGARD OR S " 500FIRE INC •
6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N:
WITH NFPA PAMPHLET NO 13 STATIC: - TITLE FREEZER EXPANSION SPRINKLER TI
7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 13 201 3 RESIDUAL: - DATE 3/30/2015 SCALE 1/8" = 1'-O" SHEET 1 OF 1 FIRE PROTECTION CONTRACTORS
IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM
FLOW: - CONT. 15-5400 DRAWN. DCG SYSTEM WET 14795 S.W.72nd. PORTLAND, OR 97224 (503)620-4020
8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS
THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE
LOCATION: