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9355 SW MCDONALD STREET-5
1 ), f 1 1 � I 1 , I ° 1 I I I t N I I ° RISER . CONN CTI0ti I , 1 I l II 1 t 1 ~ / / II t7 16 15 14 I I � I 1 I , , 1 v♦ I e I I I C 13 I 1 1 1 II II j I / I C. 1 CLANDSCAPE ISLAND CC 10 11 I 1 ; I I • / r • C � I ' 1 IA C 2 3 4 s 6 C e r i27 o000' I 00000 0010 0000, 0000P 0,0.0 ^1! I I� j�(J FIRE LINE � '� � I 1 1 , ,4 1 j 1 / I 1 h 1 1,/ , , I I I � � 1 ... CITY OF 71GAHD'I Approved. ... . . ........ Conditionally Approved. . ...... ............. 1( G' _ 1For only II I he� - i' i I PEFIMITNO�� s d sc ibe Iri: �. . C J „ See Lntler to: Follow a IS DOUBLE CHECK A Ch... .. CONNECTION ;' ASSEMBLY 1 1 `--------- i 1 i Jct,Address._ I0_0 1 By: Dater ------------ I 1 I" _ _ - - c-=-�_ _ __ _ _ _ _ I SC0 ENOTES 1, CASCADE FIRE PROTECTION TO INSTALL tY _ w -- - - PIPEING FROM 5-0" OUT FROM BUILDING ;Q SCALE: 1/4" = 1'-0" INSTALL FULL SPRINLKER SYSTEM 100 / SM C DONALD G NEf�AL NOTES CC" NECT TOMATERIA 1. ALL L AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. `'VATER LINE (AVOID CONFLICTS - - - I � 2 DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN �V11 y OTHER UTILITIES CONSTRUCT SANITARY MANHOLE o I 1 ACCORDANCE WITH NEPA N24. 1 IN THE AREA) OVER EXISTING 8" SANITARY LINE I � 3. DITCH TO BE 2'-0" WIDE AND 4'-0" DEEP. I I 9355 SW McDonald Slr BUP 2000.00368 a 1 of 6 *e... a mo% REV BY CHK'D P DESCRIPTION ! �v,.r►�,''� CASCADE =//RIt ml70rHCT/ON CO. S/T2F PLAN 3075 S.W. 234TH AVENUE SUITE 207 HILLSBORO, OREGON 97123 PHONE 503 848-9757 FAX 503 649-2779 EMAIL coscode20olveus co- n WOODLAND HEIGHTS DKSO 60NNEBL. PROJECT — 9355 MCDONALD STREET DRAWN BY: K O'DONNEII TIGARD, OREGON CHECKED BY: CLIENT _ CONTRACT NTH: 2' 4' 6' 8' 10' 1Y 14' 16' 16' 20' JOE FREY 11Vc'30DLAND IiF3C*fT9 YORKE AND CURTIS GENERAL CONTRACTORS GRAPHIC REPRESENTATION OF SCALE AUG 2 000 DATE000 T OO STMT 4480SW 101ST AVE BEAVERTON OREGON 97005 PROJECT/ DRAWING NUMBER: REV: SCALE: g� LAYOUT 1 i2" • V-0" 2060 FP 1 OF—9 a 1 . ,. ,......,.,>..... ..+.+.++u`. arsar, ...,...-.. <n.,,mn's,.. 4,NY+..r.. ......� ,. - .. .. "ff .MPI!a7�tllY49r*,r.':mro: !Fw"rwrwehi — - _ IIII' III 1 IIII 1 '1'Ii IIIIIAIIIrI IIII I IIII I' I I IIII I Illi I IIII I IIII I IIII I SII I IIII I 1111 I IIII I IIII I IIII I Inn Innluu I uililililliill Cm11 111 1111!' LE618ILITY STRIP 0 1 2 3 s A10ma.1 Ca 1O 11 12 13 14 :MY'�i¢ju4 - a'.asw,..p ,.,. ,�+i iw►nx'^"'_•w—^....+w..",.ir".e...rw.nw.,w.t*.,n.,.:. 10 20 21 22 23 24 25 28 27 28 28 30 ' e 01 Mil>�li ds 08 r7{+ Se III y i I 14 ' 1312 X11 7 6 5 ( 4 ` ( 32 1 < <� �O ? 10 > f � J 1 A- IS I - - - - -- 1 , � - �' 3-3 Ir 135 J � I I i r; 1 11-1Al n al -- T 6-4 "' 1 4_ UNIT G2 I j w J 5 - - - - ----- - N .r i - -- - -- I so , UNIT - E w UNIT - p UNIT - Q 2 1- ~ / h1� W 10-10 UNI - D 8-2 4-9 - 14 1 UNIT - A ID Q 111 11Q B1 1 109 Q, 2.5 I -40 N ,n , I 114 UNIT jA (SIM) 112 �' t �� ' 2 01 y �� DINING ROOM t I 1,2 , w t+ UNIT - 2 'O . 1 2- o, CEJ 413 2 f' 129 8-7 11-4 - 0-9 10-t0 1 108 104 10- 11141 1 REMOTE AREA 2 > " I �'`0 1 11-5 6-4 1A -" 1 114 114 1+2 1+Ila '4 1+4 114 J--11 9-11 24 , N ,�, 5-5 �' 5-4 8-2 3-9 3-5'- ' 1 -J - REMOTE AREA t 4 � 5-10 11.3 J 5 10 E OTE A E =Sr-WELEV I "" 00 45 44 21 °' I 43 6 J2 , 0 16-5 1 + C'� 114 14 1' +2 "112 + 114 1 HALL 1-0 1 114 1'4 1'2 1' 1'4 1+4' 1'4 1 23 c 5- 6-5 8-7 11-2 -9 3-I1 - 5-3 10-10 ^ 1 I 1. 10--!0 5-8 " N 5-5 B- (/D�2 5 D1 -1 6-8 2-8 4 - ''' 1 4-0 ll I O O s s -D r N 1 �, KITCHEN Al A2 I A3 " ,o A4 REMOTE AREA 3 1 UNIT - - - - .- __ Y. HA ' ,j, I - 25 8-7 27 1 1 1 2 UNIT - C i � 12-0 40 ,;, I _�ALL I -9 -1 4 1 D Q �� 1 ❑ 1 4 ' r r - . 40 - 1 UNIT T 10 n 8-t27T;Hl - T � - �' D fi SGE 9'-G"ELEV �- 9'-6"ELEV � 1 ✓ 1 OPEN TO ABOVE I LAUNDRY STORAGE SALON I -- I - NIT - C R00 13 o �'° 143 MAIL 106 �'-6'ELEW 114 - - I . _ _ LOUNGE ( t 37 j `' ,� X144 OPEN TO ABOVE ?32 35 In a: 1 36 - I > 47 coo�ER PRIVATE DINING LOUN3GE t o _ uj LI SOIL .IAN.- m t 3 1 41 6 ? T > OD 28 O 131 � � 2 °o 10 _ o . w - - o O ? 8 1 D7 I Al l A7 A9 FREE ^ o o r. STAIR MECH. I 1 0l ao p / D ` M •. ~ I r r ' D6 - I I - --'-- - --` - - r �- - - -- - '-- --- - - __ ^ 1 42 I 8 fat G -._. e. _.. 11,- 142 - ' 1 - --- -- --- -- - -- - - - - -2 5 11 _ ..1 1- 4- J-1 -. - 5 2 8 5 3- -7 _ - - - - -_- - - - - _ _ �`�/ 9 -i 3 -4 4-1 7- 11- 5- -0 -5 C10 4 10 -6 0 S- 5 2 712 7 4- 6 ? 6 4 4- 3- 5 7 -7 -1 -8 1 1- S- 3 t 1-7 _ DRY SIDE �, " H LL ' �. f N ;� 14 c� :I a - -- -- _.. _ _ �� \ �' S2 --- -- -- -- _ fttt DRY SIDE _ - _. -_.. -- - _ _ - - �- TOILET � � � � -' - 1J-1 11±-6 4-1 " 8-10 13-10 t 27 I 1 1 1 4 MEN WOMEN I -10 8-10 ^4-1 1 6 1 2low a - fi 1 1 14 114 1 4 1+ 1 1' 1' 1 1 1�4 1 I; 11-9 _ 1-,5 �- 0 149 i 1 1'4 1'4 � I 1'4 • } /-J 8-10 4-3 10 2 6-3 - 1 11-0 8-10 + 4-8 I 11-0 1 ^t+, 1'• " o, 4-8 -1U 1l-0 1 - 6-3 10-2 4-3 8-10 r 14-3 1-8 LOBBY RECEPTION 6-9 I > I �4-0 9-5 ;•, n 0 I Id t 1�4 1'4 1 I 1 114 1' 1 10-2 2_0 2- 8-7 > 11-11 7-5 - J I O1 I STAFF I I " o 'ool a 1�4 t'4 V4 !i'-7' N OFFICE �-- 126 r MECCTRIC C ,r-.._._.:.•WSW ,;Y ..:: :,.,.:..: MER I 'ti 1'4 1'4 1 4 h r 1/-0 13 9 /-5 S-3 IJ 11 130 t 4 147 13-11 9-3 4-5 1 -9 140 UNIT - B t UNIT - A UNIT - A " o+ UNIT - B UNIT - A 4 1 t:0 N ^ 121 122 12-3 1 - 9-10 DR M 4 �� ; VESTIBULE (:; 2-5 12-4 UNIT - A UNIT - B " a, UNIT - B UNIT - A UNIT - A L-1 -11J I I DRY SME - 1 4 4� 123 l0 101 102 N I. 103 104 105 C� -__.� 1 - 1 - -- ------ -- - — - - -- - -- - ----- - - - _ _ --- - -- _ `\EC1 - - - .�-- � --a-----�.-_ W -4- SYSTEM Eff RIC I _,_ _� 1 I rs ---r-- t� I. I 9-3 4- " + I, 0 0�' c� c1 UP AND DOWNS CONNECTED TO DRY SYSTEM 13I 11' t'• 1'• t . 4 13 12 11 ) 2-5 1s-3 i � �1 ❑ i 1 r1 ' 7 C6� s (4 3 ) 2 1 �/RST FL aOR �/RE SPR1NAoLER PLAIN _SCOP_E �1/OTE_ �5" SCALE: 1/8 = 1 -0 1 Q 8 CASCADE FIRE PORTEC;TION TO START FROM 5'-0" ��►01 `° OUT FROM BUILDING, X X �'�I" INSTALL A WET SPRINKLER SYSTEM ON FLOORS ONE AND TWO. INSTALL DRY SYSTEM IN ATTIC. DROPS TO BE CUT IN FIELD 9 PIPING NOTE'S ALL SCREWED PIPING-1-2 T BLACK DYNA THREAD PIPING ROOF SYMBOL LE i 4I WITH SCREWED CAST IRON FITTINGS TRUSS LEGEND �'���'' ALL OTHER PIPING TO BE BLACK DYNA FLOW GROOVED PIPING 5/16"X1 1/2 LAC SCREW (2) � WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. ,+ \ CEILING FLANGE PIPE 1'YP£$ MAIN PIPING OHM ERAL /1/OTES BRANCH LINE HYDRAULIC REMOTE AREA 1 HYDRAULIC REMOTE AREA 2 HYDRAULIC REMOTE AREA 3 1. ALL MATERIAL ANO EOUIPMENT TO BE NEW AND UL OR 3/8" ALL THREAD ROD PIPE RING ~----2-�-� FM APPROVED. XX'-YY PIPE ELEV. AFF ("x" FEET - 'Y' INCHES) LOCATION; KITCHEN LOCATION: OMIT E LOCATION: HALL 5--7 2. DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN s�5S SW McDonald Str SUP 2000 00368 0 1/2-11112 1/2 LAC (FOR 2 SC AND 4' PIPE) AFF ABOVE FINISHED FLOOR NO. OF SPRINKLERS: 14 NO. OF SPRINKLERS: ACCORDANCE WITH NFPA #13. 2o s OR 2 /tbx2' DRIVE SCREW FOR 2' AND SMALLER �—� C J NO. OF SPRINKLERS:�� IFOW INSIDE FACE OF WALL 3. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED 3/e- TAPPED SIDE BEAM BRACKET TOLCO FIG. 56 OFOW OUTSIDE FACE OF WALL DESIGN DENSITY: 0.15 GPM DESIGN DENSITY: 0.03 GP� DESIGN DENSITY: 0 15 PM BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING 3/6' ALL THREAD ROD OF PIPING. PIPE RING ¢ CENTER OF UNE AREA OF DISCHARGE: 671S:Q F AREA OF DISCHARGE: 7S SQF AREA OF DISCHARGE:ELSF `••• •••1 FLANGED COUPLING B® GROOVED COUPLING SYSTEM DEMAND: 322 GPM SYSTEM DEMAND 91 GPM SYSTEM DEMAND: 99 GPM �1�� REV BY CHK'U DATE DESCRIPTION -- PIPE HANGER RESIDUAL PRESSURE RESIDUAL PRESSURE RESIDUAL PRESSURE PIAN SYMBOL -SWAY BRACE ATTACHMENT SWIVEL FITTING BRACE PIPE ° \ C PIPE UP AND DOWN O BASE OF RISER: F 4� BASE OF RISER: 23.1 FSI O BASE OF RISER: _ t� * �- IE TM WOOL) FASTENER 39.8 SI 26.6 PSI CASCADE /RE 17 WOOD _/ON_C . SWAY BRACE PIPE PLAN SYMBOL � ��� ONE ENO ►� FILE NAME: FIRSTWDHT FILE NAME:(--FIRSTWDHT FILE NAME: I 3075 S.W. 234TH AVENUE SUITE 207 - `�� SWAY BRACE PIPE �. TOE THREAD cxrE ENO I--- FIRSTV�DHT I HILLSBORO, OREGON 97123 CUT IN FIELD CUT IN FIELD •-. ` SWIVEL FITTING +• SWIVEL FITTING TBE THREAD BOTH ENDS - PHONE 5G3848-9757 FAX: 503 649-2779 EMAIL coscodejQoolveus corT 'r TXG THREAD ONE END, GROOVE THE OTHER. 5YM CNT YPE METAL TEMP K NPI ORIF MFG. MODEL ESCUTCHEON DESIGNED BY: PROJECT' WOODLAND HEIGHTS r--- WOOD FASTENER PLAN SYMBOL �� — FITTING - FxG FLANGE ONE ENO, GROOVE THE OTHER. " K.0'DONNELL PIPE BEING BRACED -� \ �" 4 UPRIGHT BRASS 155' 5.60 1/2 1/2 CENTRAL GB-QR N/A 9355 MCDONALD STREET WAY BRACE ATTACHMENT LONGITUDINALLY FRICTION CLAMP PIPE SZE AND LENGTH ("A- SPECIFIES SIZE - CHROME 155' 5.60 1/2" 1 2" CENTRAL GB-QR REC. CHROME DRAWN BY: TIGARD, OREGON 'B' FEET - 'C' INCHES) � 4 PENDENT K.0'DONNELL 4 I�Y4rE4� 715�'�_IU.4AIF' S Cr �.4�9�.4�E6D�4G�' EARl�i�'X/.4�E�4G� OO HYDRAULIC NODE POINT Q� 2 DRY PENDENT CHROME 155' 5.50 1/2" 1" CENTRAL S170 OR REC. CHROME CHECKED BY: -- - CLIENT: CONTRACT WITH: scAL, N?Si - — _ SCALE: NTS SCALE: NTS D 2 DRY SIDEWALL CHROME 155' 5.50 1/2" 1" CENTRAL / $176 OR REC. CHROME JOE PREY HEIC�HP9 YORKE AND CURTIS GENERAL CONTRACTOR` DATE: 90W AA�LD 6111 1' 4480 SW 101ST AVE 19 85 PENDE14T CHROME 155' 5.60 1/2" 1/2 CENTRAL GB-QR REC. CHROME TXIA ID, OFIEOON BEAVERTON. OREGON 97005 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' " " AUG 2000 C0) 120 PENDENT CHROME 155' 3.00 1/2 3/8 CENTRAL LF RES REC. CHROME SCALE: FIRST FLOOR PROJECT# DRAWING NUMBER: REV, GRAPHIC REPRESENTATION OF SCALE 217 TOTAL HEADS THIS FLOOR 1/8" = 1'-0" SPRIKLER LAYOUT 2060 I FP OF 5 I 2 0 . i I I I I I III IIII IIII IIII 1111 Ilii I-•ill IIII . ILw".i`i I'"i i ii'i�"i Ll.r�wq� Y. ,,,. . .... .. . _. LEGtBIL1TY STRIP O I I I I I I IIIIIIIII II II IIIIIIIII IIIIIIIII IIIII111 Illlllllt IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII 1111 Ilii IIII IIII IIII _ cm � � � � �fl �� 11 � I � I � I i I ' I I I I I I I I I S •I....:I .I, , I �II �IInIIIUIIIInIIInIIIIII 10111111 wl CIII b 10 I I 12 13 14 le 17 18 10 20 21 22 23 24 25 28 27 28 29 30 � 4 Ot � ,aV . r' .. ..,.. .. -...... mm, i s —r I - --.--- _ L •.._. _ _ _ _ _ -- - -- --- - _- -- - - _ I I I I I I - , �--- -- -- - -- - - -- _ _ - -- - -� --� I j 33 �iNtT- fr L4NI �D j NI ( NIT A. .�. I NI -17 UIT D I I I 215 !p1 - - - - —7�- z12 I I 121 I I ot _ � __ -_- I " I I I I I I I I I !I I I I �-- --- - -- t- _ - • woo r=G_- - - 1 __ _... -1 T-4-- -6 EiL E I . 24 11-6- ate - l I I I a _ - J II I I i I u 1 E I I I I - E E I I I I I I I I I I Z -- a-] t • -T- - -�- ppp cc �,, Iii N 6-4— IT :IT 22 - - 21 I -f►-5- - -6 r-++ -. . CN � 0D �•--- N -�•3[}� --.-- �! I �_t II I I I - , - - - - - - - - --- - - - - 5- i I I I I 1 I 1 1 1 I I I I I I 1 '� II I I p 23 21 I II I I I I I S - - -- -- - s1AIR I I - I I - - - - - — _ + ' I' 1 t o j I I I, I 1 I TA 1V 5 �• � � N A - p! I . ao 6 5 4 -- — - - -- - .T �I I - �--- - - - -1 - ;r� w , - - A e ' 7-I 6 2 6-3 I- 6-1 2- 9 :=- - - - - -11,_- - fi-1._ _ _ - - - - -- - - - - 8 -41 - - 9 .0 8 5 6-2 5 9 0 7-1 4 0 - - _ - I �~ 209 � -— - - - -I - - - --- - -�' 2 I NIT_C - LUN E , __. , , T01 T - -- - - - 2 - -- - - - N ---._— ,A. T CIF) + COVERED FROM AT IC SYSTEM �-F= � z L` t ` 1 _ _ _ _ - - t - -_ - - -- - -- ----- 6-4 Ir` ( S-8 ]-' 6-6 �- -- L U 11 NIT- _ -11• t_11" -t MECH. 9 8 I 7 _ - _ _ b_6I E I I COVERE FROM ATTIC SYSTEM U C T O CS- a I I j I I I F.F 38 _ _ - _—_ _T _ _ _ __ _ 23 ;1� t, -205 112 00ao _I + I I I 1 1 1 1 4 LAUNDRY BATH G` - - -�-- .)- ;- - 1?-2-. .- -- - _ --- 1 t Jr 4-2 6"ELE I t'2 i'�31 1'.It x _ - -- -- __ I ! -8- ,-'7 -6-6 12-2 _ - 3TINFW CRAFT t - "1 - - - ---- - - -- - - - - - - -- - -- . .-- - -- -- __. --- - - - - �._ I J 231 T- �- t 1__ - - i LLA - - - -- - - - - - -- - - l f , - , - - - - - - _ _ - _ _ - � - = - _s- _ — _ �t - i - -- -f_ I *� N j � N _ �• - _ • - -�. - T+. r �' 1 I I I 11 6 I I I I I I I I I I I _ I I i I I I I I I I e I I I D I I I -, 1 I I I^ I _54 —}g _ _ , _ _ -.� __ +-5 �l-0 - - -+ - - I I I I I I I I I l t ' r l I I 1 1 2 2_ I II - �...._..._.. ---- " I � ' • "' ,� I _ _. _ _ _._ _ _ _ _ --- _ _ _ _ - � - _ � I I I I Ifwl I I I I I I � I I I ) I 'I �► � - - - - -- - - - - - -- - - - 26 29 I 25 �� � I 9 - L , , - - 9 - E1. I I I 1 1 4 1'• 1'4 1 ! I I ! I I I I ! I 1111,01 1 1 1 1 1 1 1 1 1 1 1 I A _ -124-- 1 fi - - -�--- 6- —5 t-6 - I I I I I 22 6" E I ( I I III I ! 101 I I I 1 1 I I I llAl1L=_A_1 U T- A 1 U Ir Bj IT U IT A I ! - - _-._ _ _ _._._ + NIT- CTI �_..�1 N_ I I I I I 11 1 I IDN lr I I I I I uN�t- A UN T- A UNIT A UNIT-' A �N11f- ._..�-:.20�._ L- ��j] ; 22 ' 2 24 I 2 6 � 20 20 I I I I I I 03 2 4 1 I I I I I I 5 1TjI07 m I ` 1 t - - - -- - --.-- - - - - - - - I X13\ ,12` , 11 \ .J - ) -J 10�' � � , � � 6J , 5 . 4 , 3 2 1 SECOND =Z. 0OR )"/RE SPRI ffLER PLA/1 SCALE: 1/8" 1'-0" SC_O_ PE_NOTE_ S CASCADE FIRE PORTECTION TO START FROM 5'-0" OUT FROM BUILDING. 000 Co. INSTALL A WET SPRINKLER SYSTEM ON FLOORS ONE AND TWO. 4 INSTALL DRY SYSTEM IN ATTIC. DROPS TO CUT IN FIELD P11--WG NC)TA Ea 5 — - ALL SCREWED PIPING-1 . TO BE BLACK DYNA THREAD PIPING ROOF WITH SCREWED CAST IRON FITTINGS. 5/16"X1 1/2 LAG SCREW (2) TRUSS 4 YMBOL LEGEND ��,��r1►.'� ALL OTHER PIPING TO BE BLACK DYNA FLOW GROOVED PIPING 41- WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. �CE:ILING FLANGE e�PF_ TYP£5 GENERAL NOTES \ NA/N PIPING - - — - 3/8 ALL THREAD ROD BRANQN LINE ,HYDRAULIC REMOTE AREA 1 HYDRAULIC REMOTE AREA 2 HYDRAULIC REMOTE AREA 3 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR PIPE RING l 2-0 _� _ FM APPROVED. ED PIPE ELEV. AFF ('%' FEET - "Y' INCHES) LOCATION: PINNING AREA LOCATION:1 UNIT LOCATION: HALL J 2. DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN ° 1/2-x2 1/2 LAG (FOR 2 1/2- AND 4- PIPE) AFF ABOVE FINISHED FLOOR NO. OF SPRINKLERS:( 9 1 NO. OF SPRINKLERS:] N0. OF SPRINKLERS:�� ACCORDANCE WITH NFPA #13. OR 2 111 DRIVE SCREW FON 2- AND SMALLER 3. OWNER TO PROVIDE ADEOUATE HEAT IN AREAS PROTECTED IFOW INSIDE FACE OF WAIL 3/8' TAPPED SIDE BEAM BRACKET TOLCO FIG. 58 OFOW OUTSIDE FACE OF WALL DESIGN DENSITY: 0,10 GPM DESIGN DENSITY: 0.03 GPM DESIGN DF'NSITY:�O- GPM BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING OF PIPING. 9355 SW McDonald Slr. 3 8 ALL THREAD ROD Q CENTER Of LINE AREA OF DISCHARGE: 15$6 :j AREA OF DISCHARGE: 730 SOF AREA OF DISCHARGE: 30 � SUP 2000.00388 PIPE RING FLANGED COUPLING - ____1 3 of 5 ® GROOVED COUPLING SYSTEM DEMAND: 212 GPM SYSTEM DEMAND:�� GpM SYSTEM DEMAND: 1 GPM _ PIPE HANGER RESIDUAL. PRESSURE _ RESIDUAL PRESSURE RESIDUAL PRESSURE / — PLAN SYMi80L SWAY BRACE ATTACHMENT SWIVEL FITTING BRACE PIPE - ° C PIPE VP AND DOWN O BASE OF RISER; � O BASE OF RISER: - - --- _-v --- -- 49.7 ► St 24.4 PSI o BASE of RISER: 37,0 PSI I' N 'FIELD" LENGTH WOOD FASTENER COE GROOVE ONE ENDDESCRIPTION - - SWAY BRACE PIPE PLAN SYMBOL FILE NAME:jECONDWDHT� FILE NAME: SEC0NDWDHT FILE NAME: REV BY CHK'D DATE DESCRIPTION_ -- _-- o SWAY BRACE PIPE �. TOE THREAD ONE END I SECONDWDHT CUT IN FIELD s, CUT IN FIELD CA.SCAL?H �/RH P=RO TEC �C�N_ _C_ O. . ' I +' SWIVEL FITTING TeE THREAD BOTH ENDS 3075 S.W. 234TH AVENUE SUITE 207 - ,� SWIVEL FITTING + * T%G THREAD ONE END, GROOVE THE OTHER. 3075 ORO, OREGON NUE WOOD FASTENER A — FITTING97123 i PLAN SYYBOI � ca1, F%G (LANCE ONE ENO, GROOVE THE OTHER. = PHONE 503) 846-9757 FAX: (503 649-2779 EMAIL: ca9code2*c1veu9.com - — , PIPE BEING BRACED .l DESIGNED BY: PROJECT: WOODLAND HEIGHTS PIPEBEINGBLONGITUDINALLY. FRICTION CLAMP l A PIPE SIZE AND LENGTH ('A' SPECIFIES SIZE - SIGN D B LL � wAY BRACE ATTACHMENT 'B' FEET - "C" INCHES) 4 WArEAi9l�G711/AAFSRA CE O HYDRAULIC IIOOE POINT DRAWN BY: 9355 MCDONALD STREET SCALE: NTS -- -- -_ EA�9�.4�E6�9ACE EA�9��4�EMACE K.o'ovNNELL TIGARD, OREGON SCALE NTS SCALE: NTS CHECKED BY: CLIENT; CONTRACT WITH: SYM CNT TYPE III TAIL TEMP K NPT 0 I MFG. MODEL ESCUTCHEON JOE FREY WOODL.AN[a FBOHTH YORKE AND CURTS GENERAL CONTRACTORS 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' 10066 MCD�N�ALD BTTf[T 4480 SW ,O 1ST AVE No 64 PENDENT CHROME 155' 5.60 1/2 1/2- CENTRAL B-QR REC, CHROME DATE: �, BEAVERTON. OREGON 97005 GRAPHIC REPRESENTATION OF SCALE AUG 2000 111 132 PENDENT CHROME 155' 3.00 1/2" 3/8" CENTRAL LF RES REG. CHROME SCALE: SECOND FLOOR PROJECTM DRAWING NUMBER REV: 1 196 TOTAL HEADS THIS FLOOR 1/8" = V-O" SPRINKLER LAYOUT 2060 FP 3 OF 5 0 AnIN .. .....,.._......_. --_____-•_.. m,l�w,w�n :, .,,; ,:,fc�^,+�+esr���n .__-__._ .—.._...I�texrn+�:�..: r., -,.:;,w.,r, a LEGIBILITY STRIP o I �I cm ... . ..,..., .. . �Omm.iyin j�lli IIIIi��� IIIIl i111111II�II111111 uIIIIIIII�IIIIiIiI lllllliii'Iilijiln jll l`illl�illl Inllll IIInII IUIIIIII nulun IInIIUI Ilu�nn IUIIIUI IIIIIIIII11i11nIi InIIIIII Il�ilil�illl�i��IIII��III�iIIII�I11iI�IIInII��II�III� ��I�� - - -- __. rji I�O 1�1 1�2 1�3 114 I 1�8 117 1I9 119 210 211 2�2 2�3 214 25 28 27 26 29 30 N r 1ft j _ ; , l rq l� i h+ F 0'-7r- - 12 •I tltrnnC S `t aura WALL I ' e, I T 0. PLATE COOK YMEI AL -. Ratlu W/mm AM 3INVAL w rcm is 11 � CiA rANIOID W/ U'JI T- I: r• l��,N;;,, r-A2 ,, On. luvwwLy V& tD0 W/IAWR In T 0. FLR 1 i __ _SMEAMIN, _----- —�* Il[IOIIC C"11C �"•' � - awww wy �� -- OR IUTltltil►VA. U'JI T-U BEAU"Y UNI T-A — W/carat SW ;n I 110 4.4] bb m Wk 6 DUC'IlE PIPE FROM 5'-0" OUT _17/SER ASSES SI L r SCALE: 1/2" 1'-0" i F F') 17I I-- L—L LOBBY I! '24 i i Ca K 4 DaVr 9355 SW McDonald St, OUP 2000.00388 _SECTION MIEW 4 of 5 SCALE: 1/8" = 1'-0" _ REV Br' CHK'D DATE DESCRIPTION - — CASCA OE F/RE /_�ROTEC77'ON CO. 3075 S.W. 234TH AVENUE SUITE 207 HILLSBORO, OREG01' 9?123 PHONE 503) 848-1 /51 FAX: f,503` 649-2779 EMAIL: cascodei®alve..s co- I ESIGNED BY: PROJECT: WOODLAND HEIGHTS K.O'DONNELL 9355 MDDONAI._D STREET DRAWN BY: K.O'DONN_ELL TIGARD, OREGON 2' C 6' 8 10' 12' 14' 16' 18' 20' CHECKED 6r: CLIENT: CONTRACT WITH: GRAPHIC REPRESENTATION OF SCALE JOE FR---Y WOODLAND hE0HT9 YOi?KE AND CURT!S GENERAL CON RaCTO4S MW MCDONAW 811}1EET DATE: U � « 4480 SW 101ST AVE AUG 2000 BEAVERTON. OREGON 97005 SCALE: SECTION VIEW PROJECT# DRAWING NUMBER REV: 1/8" = 1'-D" DETAILS 12060 1FP 4 OF 5 0 ... . Cm '�IIIIIIIIilllll li!III111 IIIIIIIII Illljllll I`IIIIIIIIIIIIIIIIII illllllll Illlllllt Ii�Ij�n�IIIIII��III il�InIIIIIII�I�I�IFII�Iiljl`i !InIIIA"�I!�!Iu I�uInI!Iuullni IIIiI�uI I!n�!!n nn�u!I IIu n�I 1!n In! nll !!II ilii 1111 !In IIn InI IIII IIn iui Iii! uII IIII I II ., , I d I I I III LEGIBILITY STRIP p " " �'��-~---• - 10 I I 12 13 14 18 17 18 19 20 21 22 23 24 28 28 27 28 29 3010mm cm t� .r •.w44.1s'wrnw•r.....,„...w,.a.•y.e/...«.u_...ts.v.,... „I yi _I 9 ilF 16111141,11 11 Wit 1 ui _. .. . 4, 't 1 34 33 2 0A I ' o L_ - - - - -- - - - - - - - - - - - - - - -. -- - - -- -_� — _ ---_-_ -� T----� I - ---- ---- ------ - -- - _------- - -- _� 5(-5 0 5-7 -10 : S Y f ' e 0 0 - 0 13-6 -8 8-7 L-- _ A4 A3 A2 ;r—;, 1 ^r �O 4 - - - - 'l 4 �'�" 4 \� 4 - 4 �� 4 4 — � •. ear � �� ` �--4 '� 4 I ''v -10 �ti� � �1 8 : 13 n_ lb f. 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OF SPRINKLERS: 22 ELL`�CUT�IN FIELD MAN PMG GRAPHIC REPRESENTATION OF SCALE BRANCH UNE DESIG14 DENSITY: O. O GPM 600 __ S2ti1@OC.S HANGE�9 1W rHS • c0, XX'-YY• PIPE ELEV. AFF ('X' FEET - 'Y• INCHES) AREA OF DISCHARGE: 19jO GALLONS was SIMON I' 0108E vAlvE -----------.---- ,'. 0-4 TOE NIPPLE AFF ABOVE FINISHED FLOOR SYSTEM DEMAND: 474 GPM ALL HANGERS ET IL ATTACHED IN WOOD STRUCTURE. 2■I BLK C I S R C IFOW INSIDE FACE OF WALL REV 8Y CHK'D DATE DESCRIPTION - - �EE HANGER DETAILS FOR MORE INFORMATION RESIDUAL PRESSOR I ��► OUTSIDE FACE OF WALL CAS'CAOH �/RE f-'R _ Y. I-0 TOE NIPPLE- CENTER 01• UNE O BASE OF RIrER: 55.9 PSI O�C7-/�� G.O e"-M FLANGED COUPLING FILE NAME: ATTIC CET 3075 S.W. 234TH AVENUE SUITE 207 --- - 2.' BLK. C I.S. R.C. PHONNE: 503) 848-9757, 2 FAX: 503 649-2779 EMAIL: cascode2t11oiveu9 coy^ ® GROOVED COUPLING �•� o-� TOE NIPPLE- DESIGNED BY: PROJECT WOODLAND P/�//I� ��S I' GLOBE vALvE � PPE HANGER ND h�EIQIHTS 1' RUC OR�f'ECIdIS RST�Iq C PPE UP' AND DOWN K.O'DONNELL ALL SCREWED PIPING 1'-2" TO BE BLACK DYNA THREAD PIPING SYM CNT TYPE METAL TEMP K NPT ORIF MFG. MODEL ESCUTCHEON 9355 MCDONALD_ STREET MTH SCREWED CAST IRON OR DUCTILE IRON FITTINGS. DRUM DRIP DRAIN DETAIL_ GIN GROOVE ONE END O 158 UPRIGHT BRASS 200' 5.60 1/2" 1/2" CENTRAL GB-QR SCU DRAWN BY: All OTHER PIPING TO BE BLACK DYNA FLOW GROOVED PIPING N� SCALE TOE THREAD ONE ENO K.O'DONNELL TIGARD, OREGON ON TBE THREAIJ BOTH ENDS ® 12 UPRIGHT BRASS 200' 5.60 1/2." 1/2" CENTRAL GB--QR 1" SPRIG UP CHECKED BV: CLIENT: CONTRACT NTH: WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. TXG THREAD ONE END, GROOVE THE OTHER. ® 20 DRY PENDEN CHROME 155' 5.50 1" 1/2" CENTRAL S170 OR EXTENDED CHROME JOE FREY WOOOLAND F�fTt9 YORKE AND CURTIS GENERAL CONTRACT:PS FXG FLANCE ONE END, GROOVE THE OTHER. DATE: OW tD �T 4480 SW 101ST AVE TX14M, �-OON BEAVERTON. OREGON 97005 PPE SZE AND LENGTH (-A• SPEC'FIES SIZE - AUG 2000 ATTIC PROJECT/ DRAWING NUMBER: REV: 'B• FEET - 'C' INCHES) _ _ 1/8 GALE:-0, s RINKLER LAYOUT 2060 FP 5 OF 5 0 O OOR HYDRAl1IJC NOEf POINT 190 TOTAL HEADS THIS FLOOR , .11111111 111111111 ILII Ili! (III I+ --- C'm i ( 1 Ii IIIIIUIIIIIIIllll111 "•f!f1111 I !Illlllll111111111�1illlllllllillllllllli mM LEGIBILITY STRIP 10 mm.1 CMo I 2 3 r 10 1 I 12 13 1'4 IIB 117 118 19 20 21 22 23 24 25 26 2'7 28 29 30 - B ;A 1 � 1 W t i r� ,.