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Plans BUP1999 -00419 • • • 'I N U = m CI `�i . . . . . ,. _ .'�-�-��_ . FEBCO 505Y OR EQUAL `i _•... , Sr irl, „ ,,,,„:„ ... DOUBLE CHECK ASSEMBLY VAULT DET41L NTS FLOW DATA USED STATIC 114 P5I ' RESIDUAL 110 F51 132' 6' DIP FLOW: 3313 GPM FIRE HYDRANT 4§ SOURCE: FLOUT TEST TAKEN 5-18-SS \ II \ 28' 8' plJ 1i' £3' pIP I 13' t` DIF Q.. \ ,3 I- , ,� VAULT •- - - - - -I \ 6. f - ©_ 4x 21'2x 21'/ fD.C. BY OTTERS I \ a I BY OTI-4E2S I I 0 Zo n, \ 120' 6' DIP ,'H C 5 ',D J ^” N/ N./ N' N - \/ - h' } } t+ + '1.4 - - + } �� Q y �� Q-� BACK OF FRAME w �� ' At A2 A3 A.4 ®1 -- -- ------- - --- ----- \ - - - --- --------- _ - .-- - ---- ---- ._ -----_ - _ --- -- - - - --_ _-. _ . - -- s ._ _-- = --_ _ N I _._ - :ice ! 3 3 3 0 3 3 ®O=^ 3 J o 3 3 3 C-- I' AUX.DRAIN• _ f;� _ ) (o) 3 3 (� 3 a� o - 3 3 0 0-6 7-0 �1, 8-0 8-6 �� 6-6 .' 8-0 j 7-0 2-5 ��•� 12-6 7-0 I��) 4-6 3-6 14-0 \ �� n 8-0 4 7-0 4-5K p w 1T-5 '!+" E/C C/C C/C/ E/C s E/C r/C C/C E/C LP, E/C C/+C C/C E/C E/C ,.c> 4 / E/C C/C E/C i CI O = -0 r '- ! C.11 / / / E/C s a ILELD UELD m i,. Cf !1 0 1 CLI 1 lx 0-3V2 i� TYPICAL � a m - �S I 18'-11 s I - :.-.. _ ° � ti. I• TEE 4 TEE Q ,. • • .\ ^C �` `�r ({(( p f i Afi ? - A9 ®j - II IN BACK OF FRAM Cr, 0 / 7 3 3 3 3 0_� 3 3 3 !- -- - 3 3 \ 3 3 3 ' 3 3 .. 3 - 7-0 8-0 7-0 -0 13-0 __8-0 3-0 4-0 15-0 5-0 2-0 8-0 I 14-0 1-Q _. 8-Q 7-C 8-C 7-0 7-0 8-0_. _. 1=,-0 2-111/2 I a / E/C C/C C/C /C TEE E/C TEE ) C/C f 'C E/C t C/C E/C Ej CJC ` ) E/C E/C C/C C/C E,'C E/C TEE C/C C/C TEE /C GG II .•WELD • O ® tLELD ) • Y' 3/ , u....< / �y r / 2 10 t� , C mac? -'a �k'— (SS m cif \ / 3O 1 W I w TYPICAL SPACING m t 1 •• tiELD tn: " VELD ( ° Ca . • cII `° V m • tI,ELD ,,, tcELD� .`TEE TEE J • L) CQ ,�- - ---- � �� v c `D � w � �c' cc.� � al w --� ; i o0 u w o '' : o i- `� \ '� r / / TEE (`-) • TEE ___ TEE x I x ( `r • TEE ) • i` m_ CV r.j 1u X — • ' d. - ,... its ci� � j C� J s r _�� z �F o 0..ikiZ tens its !.....-...I }— n � lx i-1 lx 1-1 •--- q �41/2OR �$ _. = (a •_ • • • “:1 - 1 r r r l ; L a 41 Q #2 #2 u #1 w 04 At — — T — a- 0-j Lii REMOTE AREA 'A' -- _ — •- - - -- ?',- 4 _ \ lc C/C E/c° 4 •�y j : - . i Z 8 -4 #i cf_ 0 , 0/. . / /� C/C A 0 E/C v 1--- m,...., . . . _ `" tx 1-1 lx t-1 = &" r--• • ' #3 (..._.) 1 b `21 tiz 07 al ^ 4u OR -5 ! w _ 0:21 #2 ...,-, . .,_•, • , -- - - - .--;(;) I ,1/4.1 ill Lo c_o RR {{{{ (}( Fil I Z • - 7-6" 15'-0" T-6" M M• #4 #4 # _ :, st3 CI - -- TYPICAL SPACING - - -_ - - - 1:42 ': 3 TEE TEE 1 • C_- / - - -- /� 4 O!? 5- - 005,3,• • rn c m A 1-1 F W W _ O t • _ _ • • ,v• () TEE TEE I • WELD ' 4 (/¢^-1 - @ ItELD • 12 c 0 , - -cam {,�„•t Cl r _ - a: --- / / / - - - - - 3 r al --, t 4 • rnv CV a, c...) CV I \ t - '� w E t a• W re 0 0 • i ) • a Q GELD • WELT) o TEE • O 1 TEE t 3 0 O 0 • OC(1 a co I �, Ow `- 00 W OO W rx�, M v to W • '� - - - - •-- - - - - -- __ - _ ._- -_ __._ _ _.� ..-v - ___ -- 1 7 r 0 �_ p " lx 0-31st . + — ( nj - — - �— - - 1x 0-3Y2 W 34 tI ELD • ® IIELD • i a �� TYPICAL Q 0' \`� 0- - - O ��, ? •- �c. • n TYPICAL • al En • to KA co, cn 8 il v v u " - — n u' / / " ^ n cF f u / / - yz • w ` o..\,. Cr, 7 / o 3 / rn 3 -et +d' 1 �Nt ' h I m \ 2 17-5 le A - o W ° 15 u---) m `' CQ 3-6 in 1-0 Qth C, `mil O ,� 17' S Y4' x O O o o E/C o E/C Q o o : F ' • z is 3 3 3 3 3 �'� 3 2D 3 Ca 3 3 3 3 "°Q 3 3 3 3 �' 3 -`w 3 3 �" 3\ t$ 3 C1] 3 3 �� s 3 �] 3 3 N. 3 3 in O 3 r s-Q 3 3 f�l 3 �--�� I o to 0 0 0) 14-0 =.�` 8-0 7-0 ° 8-0 7-0 8-0 7-0 2-0 13-0 8-0 -: 3-0 4-0 15-0 ' 5-0 2-0 8-0 14-0 t-d 8-0 7-0 8-0 7-0 7-0 8-0 , 2-0 2-11 . 0-6dl 7-0 B 8-0 8-6 6-6 8-0 7-0 �2-6 12-6 7-0 4-6 C/C ,i - i,- -- _ - E C - E/C C C E C E C C C E C E C -,C C E C E/C C/C C/C E fC E/C C/C C/C EA C-G - ,, E/C C/C __, (6 E/C E/C C/C,, L,�. EA E/C Ci C E/C E,�, ,r, G jC, C/C E/C EjC C/C; : , CJC / j / / / / / l I j:Sct;\ - � - y /��(�(� y ,0+ A ,-\,.4.- © „�+ A ,cl± ® } ,� A 1 + A 0} ;,ti ® © a te+ � ..:1\--N- � � ......A,--- �d S �� 'Q.... : ¢ �30'-0" 30'-0" 30'-0" I 30'-0" 1 30'-0" 30'-d" 30'-0,, r 30'-0" V 1 (Y2/2) @.. - 4 ® GO 9 1O �� — OF ZD ( . PIPING F PPrO t ona1ly F,Ptt- ed 'n' �C� 11 tCki NORTH SCALE i/8`= 1'-0' Con°ntY tote�0r a' r ..t 3°r'" er ta.See l.ect attach ..• 04 dress: Date'_ SPRINKLERS 11. 5Y: c SYM DESCRIPTION TEMP QTY 0 J 9 ! ( • GEM BRASS PENDENT W/2 PC. CANOPY 15' 3b GENERAL LEGEND GENERAL NOTE I 4 GEM BRASS NOR1Z SIDELUALL SPRINKLER 165° 15 Dtll!i NA?'IE t ;o> 0 GEM 5RAS5 UPRIGHT &FRff KLER 165° 222 PLOT DATE: S-16-99 4 I I�� r- EARTHQUAKE BRACING FOC FACE OF CONCRETE IN LOCALITIES SUBJECT (���C© �•/����I f�i�.\F —v— PIPE HANGER AFF ABOVE FINISHED FLOOR TO FREEZING CONDI- GN CEiUNG HEtGFfir TIONS IT IS THE OWNER'S -, RIGID COUPLING R.C. REDUCING COUPLING RESPONSIBILITY TO PRO- t f ' ` 1 A & R FIRE PROTECTION --I CAP ® btAlN PC. No. VIDE HEAT THROUGHOUT ! 5 S W. T4TR AVENUE Y ENUE w IT" FI TING OUTLET AREAS PROTECTED $Y A TIGA , OREGON P•D• BOX 459 g PLUG F "F1T' F1rnNC WET PIPE SPRINKLER CENTERLINE E/C END TO CENTER SYSTEM AND IN ENCLO- NORTH PLAINS, OREGON 97133-0459 X HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER SURES FOR DRY PIPE, • BOD CENTERLINE PIPE TO BOTTOM OF DECK C/E CENTER TO END DELUGE AND OTHER DWG. TITLE: EIRE PROTECTION DRAWING BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE TYPES OF SPRINKLER SCALE: I/8`= I'-0' DRAWN BY: TOM TR6C7l. BOJ CENTERLINE PIPE TO B0fl0J OF JOIST TG THREAD/GROOVE (ALSO 'GT') VALVES CONTROLUNG -FOS FACE OF STUD TxF THREAD/Fir (ALSO 'FxT') WATER SUPP13ES TO _ DATE: JULY 1999 J08 NO: DWG. N0: I OF 1 FOW FACE OF WALL ATR ALL-THREAD ROD SPRINKLER SYSTEMS. -