Loading...
Plans l - . , 4 li----ED \\...... C • T . j I11111111I iii ii iii iii II iii iiiill� « i 11111 _ I f ll 1f. I� 1 ! R1 11 II 1 ' i IE II II E L if 11 ff f { i r x F---- i r l t — I Li 1 IWood Joist C c c Screw Roc or Beam.._ , _____i______,.._____,________, , , , , , , / / / / / / / 1 / -/ / / / / 11 _ N I I / / / � / / / / — / � / / / / N /Minimum Distance f Rounded to _I Nearest Inch ., Rod Button (Extra) and Noted < Coach Screw Use in Finished NOT !N PROJECT on Plan. Rod \.,,,, Areas - -_ o I I ITT__i , Bottom of Joist to Center Line of Pipe. - .n � Pipe Swivel Ring Swivel Ring Take-Out U /,,,,,,,............\\i I .. .... ...............„) INote on Plan: Hanger Number and "A" Dimension 1 [ — —9 HANGER DETAIL I I P rit - --If I 1 P i f L 07' e1 A 21`/y r..,/^ , ■ — — -�� v c, ., i „„. 4 i I V 1 i D:1°- -��- --t?-- --4_�-• _►-- �•-� ---r... -+:� --:-- --�•—• —:— --t •-•r'r--7.t. �� -:-- \ 2 ,-J 7 I 1.3 I / . 1 o- 2. 2 2 a 2 a 2 13-7 •_)6.1 . 14- 14-0 0 14-0 • 140 14-0 - Nf I. p_r- ....--e,..-... -'� . -� .- . .... - -- -s5►-. --�5� ;' .... —_-. __>— -- zo 2 03 2 2 � ��� 2 a 2 a 112 N /� o- 6-0 ° 13-7 j is 1 14-0 ° 14-0 0 14-0 ° 14-0 ° I 17'0 NOTES 1 la 1 el set . --- —G-,.. �0-.1�.. r -_,_,_._ --0_-- �.. —.,--- --s_.- _,=,-2 ,_�- ,�_� ,—_,— -i . 1 . ALL UPRIGHT HEADS BRANCH LINES �@ �@ TO BE 2 OTHERNISE STATED . CARDBOARD c � �� COMPACTOR 2. ALL E=XISTING UPRIGHT HEADS �J�� t e_ 1 �. Y ��� � 2 _ _ "-- _ 2 2 _ _ _ AND 3RANC,H LINES STAY THE a d_�-- --'_-*�� �0-1_p-• _i--• -�-r- -��r- -�_r- �.t-�- ..._6-@ - Cr0~-.--- --t-.– .--t-i— ^--j r 7��_. v SAME OTH ER A ISE RELOCATED . �'TM_ •• ::.:. ��` ((=, I i ` rove . .,1 4 U F �� •' A roved ......... .."7 ` v �radlt9�n2I1y P c ., '•.. •.P � der rib® I a ) ..////`}�.� �3qa tine�3• .. . .. °• .:./t4^4f'11' j !n/ � �Y`� • J OE�II.7!id �L'.�F°, 13 �_I. ••... i6ai �° 2 2 ----.—. -1-0-- ---i_ 2 Z _ O {.� � `V` � c^0 7. _ Af �V D�� —r6 @ _•�,. fr0 - - -- _-•+_�@-�-�5) ��'--•- �;«-. .--t,, 1( N / / �. �`� 's 1�j` ) It VIV 1r y Ltd/ Ll �� ` v �b�+d.�'.7G�a^ v F /L II & fil.': .- TRASH .„ CO s�ACTO `� 1 �=ate-- ,---=.- LEGEND .� _ 2 2 2 '' 2 or 6-0 .\ 6.4......4-1.--.. - - - - - _ fr@ 6-0 - `+ . �� L =} - EXISTING UPRIGHT HEAD ti �' O,VED PLANS UST BF OWN JOB I\ - EXISTING UPRIGHT HEAD PLUGGED [3_-. - -t-~- -+i-+ -FD�. :r--- -- --t'�- -i 2- -�'� - -- -y�.•--2 ?r-tom" .-r.--• .-�-t- @ ; , py �@ C - NEV UPRIGHT HEAD I I A 0 - NEV UPRIGHT HEAD I,I - - - - - - fro � 6-0 - - ___0___ j ��tINT�� JUN 12 1996 DELTA FIRE, INC. GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYaM SQLS . UG SYM. TYPE MFGJMODEL TEMP. SIZE FINISH CANOPY WISH QTY, REV. O. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 - ALARM VALVE t - POST INDICATOR SSU RELIABLE MODEL G 212 / 1/2 BRASS i 4 �� APD�Tto}�t O StCUR�D 5TO A6� 30_ �� I OCCUPANCY: if■ 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY Q - DRY PIPE VALVE T - NDN-RISING S`EM GATE ® SSU RELIABLE MODEL G 212' 1/2 BRASS 20 2. DENSITY: (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 0- - FLOW SWITCH . - FIRE HYDRAN- Pi/PUMPER i / �-,, 3. REMOTE AREA: Aviii,,G._ . DELTA PAMPHLET NO 13 TETRA PLASTIC II 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA _ MOTOR GONG - ‹ - ERIE DEPT. CONNECTION - ^_ 4. INSIDE HOSE: OREGON BUSINESS PARK PAMPHLET NO 13 .1.41:{>_± - 5. OUTSIDE HOSE: 15605 SW 72ND AVENUE - ELECTRIC BELL - DOUBLE CHEC VALVE ASSEMBLY TIGARD, OREGON 97224 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE ♦'1 - DRAIN VALVE --(,� - CHECK VALVE DESIGN BASED ON: I WITH NFPA PAMPHLET 13 WATER SUPPLY C. - STATIC: 1' TITLE PIPING PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING GROOVED COUPLING - NEW UNDERGROUND ` IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM - RESIDUAL DATE 5-30- 1996 SCALE 1! 8"= I'-0~ SHEET FP-4 FIRE PROTECTION CONTRACTORS - EARTHQUAKE BRACE - EXIST UNDERGROUND T 14795 S.W. 72nd. PORTLAND. OR 97224 8 STRUCTURAL ADEQUACY OF THE BUILDING/O TO H SUPPORT THE SPRINKLER PIPING IS O - -- FLOW: (503) 620-4020 THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE CONT. 96-7Z6Z DAWN. B.L.J. SYSTEM NET - HYDRAULIC REFERENCE POINT - PUBLIC WATER LINE LOCATION: \ a t