7244 SW DURHAM ROAD STE 100 eL
1'
-f Permit
l ! r i 'J IiItI11C; �i�
ne
,r,Slai�tll;t.' r y Cnllt
of plans, specitical,:.ms
rl utations -;hall riot be
Hanger No. 21 constru 0 o he ri permit lur, ul ,•;n
Sammy Sidewinder a(,tl)rL�'' r any violation of any of
Y the pi ' if tr,iF. i- il- t_,1 Of any
wood Joist«Beam - ,w(jewwKw other or it ance of the,jurisdiction.
Minimum
M distance(above
( center line or
i beam)
Round to Q
Noarest Half Ar Thread � I I Bottom of.Joist to
Inch and Nola Rod Center l ine rd
on Plan. W, " F!pe to be noted
' MNMf �PipeP fel CH K N
•
Swivel Ring " Swlvel RIr1g
T is Wen nes bean r for oonfomt.no.�
eke Out U ? �-and C ty O It c be atl uugh tms�u.n"Ill ro • +' n,,,.al
r '.wemdrits M,bard G e d City UlwrlerlfAS this "
+ - - _ .. and des ;n r,,n, r. nor s (;ry rep e3enr it
failure,of other sir � ia_n. -11.
F-:6uent rci^.:o•; .. . .r ..,_:,'�m�l DUI
k"iffn"rv6 wdy
Do"; -_. - 67�
Nola on Pillion:Hanger Number&W'R D4neneton
tea.
_
REVIEWED
1 3�) X14! 1 (16 1 1WINSTEAC
C � & .ASSOC , Inc Ry
HANGER WINSTEAD & ASSOCIATES PC
—. -- —_— ---- - - I - - -- ---- --- --- - - - - P.O. BOX :198
I I I
OREGON CITY OR 97045
ETAILS 503-723-8003
ALL DROPS 10- a
TO BE 16'-0" I -I"CAP AT COUPLING
- - - -- --- - -- - - - - - - - - --- -- - -- -- --- ----- - - - - - - - - - - - — - -
- — -
- .
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r�,�,"1� - I - -- - - ; - poi kai '�
I - -I - - - - _ - - _ I _ i 3
11 I i I
—,,_ + - - - il ATR ,
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AS REQ.
FIXTIIRC,AT 74' A F
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S
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Mech Tee
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- — - -- -
r — Tr 1
L I r "- I _. 1" RING HANGER
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�,I � �' � I __ __ �'d-, I I -I�_, ___ 12' r._..-_. _ .. _1 -�1 �...1.r. _._
-- - - -- _ I -� - - -- - —�.— - -
I I � 2'x 1 MT'NI t1� 2 x 1 MT WI n-
=' �_b '1"X AS REQ NIPPLE --
1 x 04 NIPPLE 1 x 0-4 NIFPLE `\
AND 1xrz HEAD ELL AND 1x1z"HIEJ0ELL � 2X1 MT W1
I µ I t i I 1• 1• I 1 x 0.4 NIPPLE
7t I ,6 - Y I AND 1 x."HELD ELL 111190 + — + 1'90
i SCI 0 6 142 x 1 MT VII 0-6DIN 2 x 1 MT WI I K3 I —� ---- —
�1 dfl / 1 x 0.4 NIPPLE -1 x 04 NIPPLE
AND 1 x 1z�HEAD ELL AND 1 x t�"HEAD I:LL
.. ' ti) CL
o
o CITY OF TIGARD
APpro'red •-....................
-
;andltionblly Approved.--7"*
((�YTnyIJ x or only the r s described ln:
PFHMIT NO.
See '.etter to. Follow.. --
Attach --....._•. r
. L
Job Andress: '-j �) ��• 1 'r p p
I:y03
1'X%R.C.
RELIABLE MOD.F-1 SSP
W/.REC.ESC.
cc
IAT SUPPORT&ENCOURAGE IoEc 16 2002
' Wo"PET CERTIFICATION
' '.�� ��
R ER DETAGILDf0�lG�VISION
. P'141NTEI.1
LAGORE, SET --
r r;i0 2, LEVEL IV HC 1 1 2002
__��--- Durham
Rd.000,2-00537244 D&I. 4% FIRE, INC.
1 of 1
GENERAL NOTES SVM. l TYPE MFG./MODEL ;EMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA
1 ALL MATFRIAL ANC EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED � I—
-SSU RELIABLE MODEL G IN 112" BRASS � — -- 11 1 CITY OF TIGARD OCCUPANCY: LIGHT FIA?,aR[� SUPERFL.aORS OF OREGON, INC.
_ .- - - - -- - -- '- _ _ --
2 PIPING DIMENSIONS AR' .ENTER TO CENTER EXCEPT DIMENSIONS 9140VM THUSLY --
(1-6) WHICH ARE END TO END SSP -u-RELIABLE MODEL 1� 1l2" CHROME F-1 - CHROME 3s 2, OWNER—LARCHITECT DENSITY: (�
3 EARTHo A N SHALL PROVIDED IN A WITH NEPA �- SSU EXISTING SPRINKLER HEAD` -- 0 ----- -. ---- --- - ------- - 3 _--- REMOTE AREA: PACT R LJ ST BUSINE=SS CENTER
U KE BRACING BEACCORDANCE
PAMPHLET NO 13 PLUG 8
---- — ---- 4. _ __ _ INSIDE HOSE: - 72 4 13W DURHAM RD, #100
-- �4
A PIPE HANGERS AND METHOD OF HANdNG TO BE IN ACCORDANCE .,1iH MFPA jr') SSP EX13TINGCEILINGSPRINKLER 18 -- OUT�I[)F 1-105F:
PAMPHLET NO 13 -- ------- - --- -- — -- PORTLAND, OR 97224
FIRM , INC .
5 PIPING SHALL BE IN ACCORDANCE NA1H NEPA PAMPHLET NO 13 �� -- -- --- -- WATER SUPPLY
6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE _ _-_ __ ___.- -_�- -- —--__ -- -._.-_ DESIGN BASED 011`4: __ _
WITH NEPA PAMPHLET NO 13 STATIC: TITLE TENANT IMPI'OV'EMENT FIRE PROTECTION PLAN
_ _____ _ _ ___ N.F,P,A, # 13 1994, ------- _
7 OWNER TO PROVIDED ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING _—~ T- "- RESIDUAL: - DATE 12-9--02—SCALE 1/8" = 1 -0" SHEET FP I FIRE PROTECTION CONTRACTORS
IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM
FLOW: - - CONT. 02-1593 DRWN. K.C. SYSTEM WE l
- - ------ — 1479,5 S.IN. 72nd. PORTLAND, OR 97224 (503)620-4020
8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS -
THE RF PONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATKT
-- - - LOCATION:
r
,P DWG\KEVIN'%Superfloors\PRINTSUi•'ERFLOORS.dwg, 12/10/2002 07:55 51 AM,K.C.
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