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10260 SW GREENBURG ROAD-2 I f!•:i4:.. • 6r • i' j • i i (II'•�1�i'. "rI,,II �Il11 IIIh1 w I'I • • • • • • • • i -- - _ r �1 ; t di, ILI; ,, Ki • • * 00 ej N • P - - Hanger No. 2 Kwik Bolt -- =1 __ - • • ® • « . • • .,. ^. Mil or Kwk Bolt \ l 4. �% 11'11'rl 1 �,111 • r s . • 11 • r Equal. �C ).' '_,.' �•- •. • • » • " �• � �. �. )I . Porobdt 01 � � '' ' � '�! r;l' '!�!' I�) p ''I ,Tit � � ,1 .c r /�.> ,'� t � , . P � ✓ '._.--�.� f ��`'.�;� � . ------- \ I Rod Coupling Concrete Construction All ihreod - �J Rounded to Rod d -- Nearest Inch Q and Noted CJ on Plan. O E- -- Center Line of Pipe to rte 11'' �"'� - W-_- P Bottom of Concrete to be noted on Plan. �`7I _ Swivel Ring - Swivel Rin I �e ' i� Illj Note on Plun: Hanger NUrriber and 'A" Dimension HANGER DETAIL uP i ....... ...... ............ 1 � t CITY OF TIGARD PIPING PLAN �P�rov�d..., .....•, x.t...•. ..............................•..... )• �� . r � . . . coved. - Condiboll 1t� APP bribed in: Fckr only the �v C )` _ _ __ _. PERMIT Attach . . .. ...........�... .. I� Job A r ss• - - pate: 1--- -- \ Ii I I I I1 'II 1 11 II! Iii i ii'I! pu f/ 115- 4r4' r ACCEPTABLE SPRINKLER LOCATIONS IN 2 X 4 TILE 1 till!�, 111I l I'll lll;tl.il1 r /\ it t ?' � - ''Dill�'IIj 'II Ir jl'`�I l•� \ III 1 �I I III. 1�I. i�r;,'j� .;,. .h��14 f t r. Q�• F �t : �'Z ='^• ��,��' � I I 1' I AREA OF WORK i• ty ;, iN ^,{, L M' yJy .. �, , { y' r f l i't.d t d ';+r .3,: i� j }4 1t^. 'f O II 1 li` /r� r `�'S�, i r�` iti Y ^• '•r�.7!! i,a �'x _ {{yy s-. t;�'�,:.bt,Ts �' 1, �•+7'v a.�,�:; �.��.t 3: y �I I 1( .��{t�J li' 'll -1 - . . - t •, t'�1(}. S t.r ,Y. .:4, S;.*.. r .`I, 7,�y•' Yw, ,R '*. rx M ( I I I i ,` 1. ,t 7.r, •�, t +,•qF.:�, t l,...s i V- , :i 7��' r�i,le If�l lx. 1 '�� 'f ,r 1•- ;� :. ,L.,.,«�+' n. ?, I I �E'' II I '+1111 �a � ¢1'�'?��1 ( '"1,`4 F�M�,',-{.v51 nJ111 ,�,'�" d..'��f � M, :..i��.•�r / '1,!,q�lf�l ,'{'�� .`<tp •'� 1, ,r I J r d rA p1 i ��� a err ,il��av ! K +���'� k`;i0�r ,} t r.��,.-.i Mv: .' r. 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' TYPE MFG./MODEL TEMP, SIZE FINISH CANOPY FINISH QTY, Greenburq Rd. 10260 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APFBUP2002.-00513 r20VEQ ,'�� $SP EXISTING PENDENT HEAD 155 1/2" BRASS ---- WHITE ..` 1 of 1 -_ ___ - 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY Lincoln Tower- -' ---- ---- 1� (I-s; WHICH ARE ENO To END SSP RELIABLE MODEL F-1 _ 155 1/2" BRAS �^ WHITE 12 Past Bistro �- �: uit� 1 !3uOtsItalian 3 EARTHQUAKE BRACING SHALL BE PROMOED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - --' --- _ 10260 SW GREENBURG ROAD, SUITE 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE" WITH NEPA -�~ _ --- `00 PAMPHLET NO 13 b PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 PORTLAND , OREGON 97223 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHAD. BE IN ACCORDANCE' _ WI TN N FP A PAMPHLET N 0 13FIR NCw - -- ----.__.�_.� ---------- ----- -- - ---------- .._-_.---------------- --� _._-_ _ --� V OWNER '(0 PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPFS FROM FREEZING TITLE FIRE SPRINKLER PLAN it - ----- ___ _____�_ ___- N AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM DATE 11 /19/U2 SCALE 1 /8" = 1 '--U" SHEET •I OF 1 FIRE PROTECTION N CONTRACTORS STRUCTURAL ADEQUACY OF THE: BUILDING TO SUPPORT THE SPRINKLER PIPING IS CONT. 02- 1578 DRWN. M. SYSTEM WET 14795 S.W. 72nd. f'gRTLAND, 4R97224 (503) 620-4020 THE RESPONSIBILITY OF THE OWNER AND/QR HIS STRUCTURAL REPRESENTATIVE -- - - NOTICE.- IF THE PRINT" OR TYPE ON ANY ., r 1 r 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1I1 1 1 1 1 1 1 1 I I r r TT 1 1 1 III 1 1 1 III III III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I f f _I i i I i 1 I I ! 1 1 1 1 1 I I ( I I I I I I I I I I I 1 ( ( 111111111111111111111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 � I I I I I � � � I � I l I I III I I III I -- - ---- - I I I r IT IS DUE TO THE QUALITY OF THE ---- - _ ---- -___^___._._ _____-- ---__�__ S 9 �� 1 12J ORIGINAL DOCUMENT __ _ -- _ o .�.. M' E 1 6Z Z"3Z LZ Z 6T 8I LT 91 - IIII illl�llil IIII IIII IIII IIII IIII i►II Ilii II I � 1 I � I � T �Itl�3w ' li Il1L �11I IIII IIII 1111.1111 IIII. IIII IIII IIII Illi IIII IIII�IIII IIII IIII I!II IIII IIII IIII IIII 1111 IIII 1111 IIII IIII Ills IIII�IIII 1i►1 II1111111 IIII IIII IIII ILLI t LII 1 � L 11,l Illi II( �ll ill. �Il_i Illl�f�ll