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Plans (3) BUP 009 00023 ACED FEB 9 2009 CITY OFTIOARD BUILDING DIVISION 6-vwL�- 1 - I s ti 6J wA4 __— _ Yew,' `� 2" I 'Alk" 70; rn 4`� 4 � z t I a�0-F +� Approved rrr reei01 r ee. erw t lad:l"7� . Conditionally Approved...........I A hed...eeNeeee. "' ': . t.'P. 1 a'o :: iel ._ 'I�.t.' `� Pem�lt l+tiumber: r �_����': � '� :1�kM/JN�1 �:��v� :: �q� ��1,��'/�.- ZGa�.�� :�•��.�. '��',_�Z I�3t- Jay., l Date. r,05-7":r�..k .:A � ::� 5� uAL .. OFFICE COP ?R'D �r Scale: ESTOP CO GENERAL NOTES SPRINKLERS Sym. TYPE 1650 2120 2860 Q Contract With: F I Upright on 1/2" outlet O ,�, p�� �' K. p Pendant on 1/2" outlet I$) °" M / Dwn By: r Upright on 1" stub up TIGARD, OREGON 6,f yxrwilawd Architect: p , Pendant on 1" drop ® Dwg Title: � ' erRR. � � Contract: Dry Pendant on 1" drop ® j N�'Z-t Upright over Pendant Q Project: / „I �1frx1 ^�11,rg Dater d Hydraulic calculations conform to NFPA No. `� Table Sidewall � Approvals: T°" ��«� 7? �a 2 + 1) Q �� i.� * lU'i. �lw* Dwg No: No. Flowing '132 GPM/sq, ft. over remote Z0070 sq- ft. NO, d ,e RE!/ISION DATE BY > � '�r� ��1j, el ?"/4/,u f 4 O j ; ( � � � i r i 1� tit � 1 A r I r r dr r e! k d M N r Sol rr+ H" r, n N N „ 1 /J n ./J►1 ' rr N . r�h tt N r r Z r f I �N ✓�.) '� ( '�, Sit, '�. �i i ' ri r Z ;ri `2 ; '1__t ' ; 'L"� 'L 'x ; 'F Z 2.t , "L '7. ?. 'Z 2 Z 'Z Q =! M sf ota /A , A 3y 3t$ $!ar $' rte ► �;yti, L' rbl, 6'3 �`' � I r C} I II [ H 11 ! 2+t t H 11 H i . ri rr y t rl I rr ! y ,r rr rr N y N ( y h y p Ig rr M M ,, 1 2 2 ! z z 2 z 1 Z z 2 '� I 2 z 2 f Z 2 Z M Z z ( 2 Z 2 '� 2 2 z o- 6=to f r Q I I O I _ G .. ; �� ` , � r I , '.__P ..w'c 1 _ �'yP)::-: . L ( ! uL! S�DcvrNO '' 'oG_ I Xf ` i a I i j a r _SJ ,►�ar ��!► �ld�► MRX `" _ a j Y, !r rl + it S r1 ' tl ! !r" rr rt !-y' , .�. I ►, ` , N , M r( 1 N r. N j H N �! t rA h i 'L" "Z �0 O 2 + Z i '1. ,, Z I 'l + 2 2 Z Z i Z ' I I 2 i 0- 0-- Lip -I. i ` 1 .. t a\ I `ws O 1 r 1 ! O. ( ' 1� 1� �1 �� a �; b ' �!f " Ir '�.../ L,I 7 !� r+ i^M � �, � t � i p� �` _l '. �1 t� `1' �/ i) ' U ( n � �! l�r n 1 �, j F� p y �� � '� �IAF ; z , Z ; , � I Z 2 aoz 2 0 2 ' Z �.o z4 � o Z a z Z . lr x x o i , , . i L ,: _. - - _ r ! r44'2 t a►t r r r I r l r, r ,. _"_ 1 ' a , :" ". `""�"" ; -o ! i b: . i 4- ! / SCa Z Lp r ► r> J r, /.� r ! r ; ► �! $ i(8x 1 } .t3' Gf+ s '- - o b. $ $-b' `-to p $ O I Lb r t� 9 yq i r S{ s -a N i ( i , � Zji ! i _ S 1 7 6 f E {{ , r 1 3 ti I r I I 1 { r ....-..- ..._..�.-.-0.. .. ..-_____ ......- -........... ...,..,. .. I.^ ..p,. .+.. _ _ _.+. �.. .1.. . .•-.moi }}F [ I , ^ , ' err &' Al€-r Tia ,�.YJS:£t/l(s Ila �oN�Gr' p N 7th � / �'• 1�P� . r Go AXI rC _ I ///�a `.a l /1 A t1 � it J"A , 2" �o PI °C-M u I1S-r/�I ZYr a r, y WU ---{'? tri �!( rr Zy r' e f � I 21, hir �f r + 04 M GENERAL NOTES SPRINKLERS Sym. TYPE 1650 2120 2860 iA Contract With: Scale: l �r Upright on outlet t$•A 0 j,,j>, AOL$ �,p ,(J FIRESTOP CO. �.� Pendant on 1/2"outlet ,��<ti �Q � �. Upright on V stub up (�} Dwn Sy: Architect: TlGARD, OREGON Pgndant on t" drop Owg Title: _. . .Contract: Dry Pendant on V drop Project: •IC�� Upright over Pendant Q Date. Sidewail 4 APProva15: _._ M .._.. b Hydraulic calculations conform to NFPA No. 3 Table _.__. _.. _ e!p _.:.: ... Tib Dwg No No. Flowing .32 GPM/sq. ft. over remote 7Q„Q sq. ft. Na REVISION QgfE BY _._._ "^ � l _ � ` _______ _.__-__ ._ --_. . _ r •r - . ......._. _. ._... _ _. Q „ -2