12909 SW 68TH PARKWAY STE 400 •'
Hanger No. 2
Kwik Bolt
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(Parabolt) r_19
Rod Coupling -�v Concrete
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REFLECTED
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wI.REG etC.
CEILING PLAN L L
iT f Or'TIGAhG
APProved. !c' ....,......ti71�
Conditionally Approved ......................_.....
For only the work as described m:
PERMIT NO,.,�J?P�-2�
See Letter to:Follow,.... ...................... .. t
Attach........... .........TNq
Job Address:
RELOCATION
DETAIL
68th Pkwv.4400,12909
BUP2004-00282
1 of 1
GENERAL NOTES STANDARD SYMBOLS.OH STANDARD SYMBOLS.ilia SYM TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV.NA• REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA >�
I ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED - ALARM VALVE POST INDICATOR v Q SSU RELIABLE MODEL O 212 112" BRA83 - -- 0
2 PIPING DIMENSIONS ."PE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY L t - ------ --- _ _ ___ �_ _� REV 1 ADC'8,RELOCATE 19 HEADS 8-14-2004 t. _CIIY OF PORTLAND OCCUPANCY: LIGHT HA ARS- MORTGAGE
- DRY PIPE VALVE T • SSP RELIABLE MODELF-I 15B 112" CHROME F"1 CHROME 0 - --- - 2. OWNER/ ARCHITECT DENSITY: .10 DESIGN
(1-6) WHICH ARE END 10 ENO - NOH-RISING STEM,ATE - - - --L-._ 1 500
-PAMPHLET NO 13 - FIRE HYDITANT SSP REL IABLEMODEL03 106 112" CHROME PEND, CHROME 0 - - -- ----- ------ 3 REMOTE AREA;
., - — -- 12909 S 68TH PARKWAY
A PPE HAWARS PAMPHLET NO 13 D METHOD OF HANGING TO BE IN ACCORDANCE WITH NF'PA FIRE DEPT. CONNEr"�UMPER HSW RELIABLE MODEL O 1Bef 1l2" BRASS ..- - 0
R QUAKE BRAGNG SHALL BE PROVIDED IN ACCORDANCE WITH NFPA yy FLOW SVATCH _ __ __ __ _
L.t WA1E. MOTOR GONE.
N11t. _. � ._ INSIDE HOSE: O
.TTON
- OUTSIDE HOSE: Io0 POR-!LAN OREGON 97224
DE
ELECTRIC BELL - DOUBLE CHECK w,� A53EMBlY
5 PIPING SHALL. BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13
• - DRAIN VALVE -♦- - CHECK VALVE _ WATER SUPPLY
6 JOINING OF PIPE AND I1T71NG5, THREADED AND WELDED SHALL BE IN ACCORDANCE -- ----- - --- --- - L7FSIGN CiASEC.� DIV: FIRE ,
INC .
WITH NEPA PAMPHLET NO -.3 --- _ __ _
7 OWNER TO PROVIDED ADE-OLIATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING _ GROOVED COUPLING _ NEW UNDERGROUND - __ STATIC: —_ -- TITLE 4TH FLO ItUG PLAN -
- I3 1y99 _
N,F,I .A. � _
IN AREAS PROTECTED Of A WET PIPE SPRINKLER SYSTEM "-� - EARTHQUAKE BRACE -__— - RESIDUAL: ` ---- I
------ - E19ST UNDERGRWN,j -- -- — DATE 6-11-2 4 SCALE 1/8" = 1'-0" SHEET 1 OF 1
e STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS �) - HYDRAULIC REFERENCE POINT ___-__ _ -- - �___ __ _ - - -- -- - --� FLOW- ----- CONT. 04-2301 DRWN. R.S. -- 147RS . 72nd PCTIAON Oil CONTRACTORS S
THE RESPONo.Il TY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE PUBLIC WATER UNE _" SYSTEM WE T
- LOCA710N: ----- _ _ — --
;AD D.tG ROBERT LAortgege Ueaign Group PRINTS MUR',AGE PRINT dw0,06,14 21704 U2 13 27 PF1,R S L
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NOTICE IF THE PRINT CR TYPE ON ANY rr Ilr III III III IIIIIII�I i ill I�I int I I�III III III t�l III III III fIIIII III III III III III III I IIIIIIIII III IIIIIII Ill 111 I�!'tll I�I I�i I I III III IIIIIII III III II; I�jI ��7
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 14 _ I� I I I sL
I I- IS DUE TO THE QUALITY OF THE _ _ _ Nan
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