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11850 SW 67TH AVENUE „ } h V,F . Y PS 1 �f, AL , , . t , 9. 1 -i , 1 ' '.u/+.w�..Wra<.....ra...•...-_.....r.-...,..:wwFrw Aw4mwWY..lwll.w.wNF'a.,W..uu .e Oa:�'w'�uwrwLwvt,.....- r1"',• L. i'Y..�.i4• } '....-,:...IiY•LW.W4J11� 1r� taN�fYr-l:.lu+Y1(�i�/.✓�YyYi1�Yt'!'i+'..:.+rr.....w.ww-.1'�'^ ,Aa'a 4,.-.. ... , N , •�•.�•YYiYOiM:IMi111W4�A61�!fi(MJjO1,W... .. •. ,. :+ yt �1 t ; b + 4� 1 CR > 1 THRUST BLOCK -•--6• GATE VALVE —6” GATE VALVE t • � ' � c��auoT�s _ TOTAL BUILDING SQ FL; 4 667 1 _ -- amu& 'A' NIS Sr�r _ OCUPANCY: LIGHT HAZARD _ 4 • 1 ♦ 4 4 • • 4.- u t0-4 o-e"'' ,�6 � IFOW: INSIDE FACE OF WALL 14-'10 '� 1'-o-e 10-4 ►-e 10-6 10-4 tam tu-e 1Q-� AFF: ABOVE FINISH FLOOR IFOW • 3 sr •1•-3 BOTTOM of oe J6" D.i. PIPE WA R F QrY_l�L� ---,f- FOJ: FACE OF JOIST 25-0 t - STATIC: 47 PSI RES.: 20 PSI UNDREGRGUND DRAMNG ON CASCADE FIRE PROTECTIONS FLO* 1845 GPM DRAWING FOR AHJ REVIEW ONLY, ALL INSTALLATION DATE: 7/31/06 � a 7_g REQUIREMENT DRAWINGS BY OTHERS. TIME: 12:15 P.M EQUIPMENT LIST ----- PC#3 LOCATION: SW 6614 AVE. & SW BAKER " - TEST BY: NAlI11N VALLEY WATER gSTRICT 1• ' TYCO BUTTERFLY VALVE � CFPCO TO RUN 6" U.G. FROM INSIDE BUILDING TO 5--0 2. 1/4" WATER GAUGE KIT r "VT51DE BUILDING ONLY, ALL OTHER WORK BY OTHERS. � 3. 4" POTTER VSFR FLOW SWITCH 12o-0 CITY OF � 7GA � 4. Y GLOBE STRAIGHT VALVE MAIN DRAJN IFOW /1pp�ved...._...,,,,,..,,,,M„"",,,,,,, UNDERGROUND VAULT 5. 1" BALL VALVE INSP. TEST — Coeldit►arllly A �� Y t BY OTHERS -- 6. CEN TRAL (12) EA. HEAD BOX I t«lZ�pr 10:Fallow.e,.�„,�„v„( 1 6 E 7. 6" ELECTRIC BELL �� . + A 4X 21/2 X21/2 tom/ to t a REIAOTE F.D.G „ fattiT�itrtttber: f F 1 F of �� ar• '­ � a GF.P.00. e THRUST BLOCK -78 THRUST BLOCK `095-977 o 1 ' m �IlTorc�`�"Il1�C.B I�NL'Y 8• DCDV BACKFLOVY4' GALV, wRAPPED ® WITI{THIS pElt"M OFFICE COPY F.D.C. LINE 4 go w I N V-6 + < jj IFOW 0-6 I PCot + o I �' n r eT•urlo[fc w IL• o�TgV d!fw"uroc -nrurl` r'on ccn r�ric�a-r Nai4 o _IN ENGINEERING TECHNOLOGY `—- --- ---�_ SLOPE PIPE 1/4'PER 10-0 HACK 10 FEED NATIOhI/.L IFiO, 6" D.I. UNDERGROUND 5'-O OUT TO THE BEST OF MY ABIUTY AND UNDERSTANDING BY CFPCO, ALL OTHER U.G. WORK i HEREBY STATE THAT THESE PLANS HAVE BEEN _�DETAIL co BY OTHERS. SEE SITE PLAN THIS SHEET . T PREPARED TO T IN o COMPLIANCE WITH THE APPLICABLE .!� SCALE: 1/2" ,'-D• ® N.F.P.A., STAT_, AND LOCAL FIRE MARS'!AL (2) EACH 5/8 COATED A.T.R. CODES AND STANDARDS \SEE OETAL`7" THIS SHEET I THRUST BLOCK SIGNATURE DATE L25 6' o.l. PIPE --- - —_ -- - DAVID A. HAGADORN -Il' + --- AUTOMATIC aFFOA LER SYSTEM E.AYOUT LEIIE_■ ° PAl7)UNG GA jr7/4 G�Oi9Y 5'T�'NL7P�PE Sly a �,No 99066 INSULATION AT ROOF LEVEL —� — t THR"IST BLOC!( 4 PARKING GARAGE ROOF I I PARKING GARAGE ROOF J t O-8 PIPE CUT SPRIG ROOF FRAME PAN DECK TYPICAL, LINE PIPE TO RUN AT MAIN PIPE ELE TO CLEAR 24` SOLID BEAM FIRE MAIN FIRE UNE 1 ,c 2 1/2 X 2 1/2 F.D.C. N STEEL JOIST ATTACH PIPE TO WALL WITH 4-WAY 'OR DRY STANDPIPE IN THE ATTACH PIPE TO WA VVI - LL NTH 4 WAY E.Q. BRACE USING 4" Gui%KCLAMP, 0' 11 PARKING GARAGE. E.Q. BRACE USING 4" QUICKCLAMP, 0-11 IFOW IFOW 1" E.Q. EAR, 1" SCH 40 2-0 LONG - - 1` E.Q. EAR, I" SCH 40 2-0 LONG (1) EACH 1/2" X 0-3 QUICKBOLT IED (1) EACH 1/2` X 0-3 QUICKBULT 2 1/2" FEMALE X MALE 2 1/2" FEMALE X MALE - POETER ROEMER HOSE VALVE POETER ROEME_R HOSE VALVE MODEL 111 4115 TYP. (4) EACH o MODEL # 4115 TYP. (4) EACH • i7 < I � USE 4` 212' CLAMP TO/ USE 4" 212' CLAMP TO a- - PARKING GARAGE UPPER LEVEL HOLO PIPE IN PLACE- PARKING GARAGE UPPER LEVELHOLD P_IPE INPLACE--- 2ND P A CE -- 2ND :^QR CON('4ETE — o \ � S COO-` 6" CORE HERE FOR 4` rit'E6" CORE HERE FOR 4" PIPE C:FIRE MAIN ' FIRE LINE STEEL JOIST FEED FOR SOUTH EAST STANUPIPE� FEED FROM NORTHWEST CORNER STANDPIPE Q 1 REFERENCE ONLY REFERENCE ONLY NOT APPROVED WITH THIS pCRMI'1' 1 NOT APPROVED WITH Ti[IS PERMIT ATTACH PIPE TO WALL WITH 4-WAY ATTACH PIPE TO WALL WITH 4-WAY f 2' S 4' 5' 6' 7' 8' 9' IV E.Q. BRACE USING 4" QUICKCLAMP, E.Q. BRACE USING 4" QUICKCLAMP, GROUND FLOOR CONCRETE 1" E.Q. EAP, 1' SCH 40 2-0 LONG 1' E.Q. EAR, 1" SCH 40 2-0 LONG � (1) EACH 1/2` X 0-3 QU!CKBOLT)V tfAEW 1 EACH 1/2- X 0-3 QUICKBOLT }- 'o" D.I. T'1PE SCALE: 1/4" - 1'-0" 60-0 + - \� C—CLAMP WIIH IFOW aw a f LCCKNUT PARKING GARAGE LOWER LEVE? PARKING GARAGE LOWER LEVET_ . . d . , . 4 . ��- - --- -- 3�y CONCRETE ANCHOR RETAINER STRAP ' 9�A A,�������A/ � � A� A A 1� _ _ __ A'i L ;'-1 STAN DP/P� O&TA1 _B BALL THREAD ROD ~- ALL THREAD ROD SCALL: 1/2- - 1'-0- _ SCALE: 1/2" - 1'-0" i PIPE RING IRING /VO G_�.7N P:PE RING /�_ /- l./ ALL SCREWED PIPINt; 1"-2" TU 8E BLACK O1TVA THREAD PIPING HANGS' /O A ! WITH SCREWED CAST IRON Fl TTINGS. !�/ /C" V HANG ALL MAIN LINE PIF 2' 4' 6' 8' IV 12' 14' 16' 18' 20' HA /GAF/7 DE TA L 9 OR 3/8" DROP A ANCHOR.N3/8"368K A.T.R.A.R.AND %G HANGERO SN FLOOR O �� _ ALL OTHER PIPING TO BE BLACK DYN.A FLOW GROOVED PIPING SCALE: NTS WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. HANG ALL MAIN/LINE PIPE WITH 3/8' TOP AE �'N4 AM'nA!JP WI1N 0-10 �,,,,��,,,, RETAINER STRAP, 3/8 BLK A.T.R. AND RING HAI SECOND FLOOR - --- ' I FAS n' - -- GAjN/A�A e /1 O7LH s 1 MAC DD. 2-12-07 STANDP?E RELOCATION PER C.0.#1 G FASTENER _ M /`IL /Y REV BY CHK'D DATE DESCRIPTION 1. ALL MATERIAL AND EQINPMENT TO BE NEW AND UL OR H- O CA SCA off �1?A_ PaloT�cT1c •» ���' — � � _ FM APPROVED. 1. ATTACH ALL BRACING ON �'7 1"fL.� //-7 �7N �1� FIRST TLOOR WITH 1 >( 0 3 OUICKB'7LT Lam; �- 5104 WEST BRINKLEY ROAD THRUST BLOCK �-►�•� S"^* I�FtAt:F �� r-""'-�� i" SCH 40 BLK PIPE UP TO 7-0 t,EPiGTII, 1• E. 7 EAR ANO 217.' PIPE Tao-nrr+EAp swAY ewAc� FrrTInIc 2. DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN a�P F p, _ _ KENNEWICK, WA 99338 CLAMP FOR LONGITUDINAL AND QUICK OFt'LATERAt. PHONE 509 783-9773 FAX: SU9 783-4403 WEB SITE: cascodefire rotecti ACCORDANCE WITH NFPA 113. _ (_ ) _ (509) 783-4403- P ,cHQ PIPE (ua+) 2. ATTACH ALL BRACING ON SECO,'0 DESIGNED BY: PROJECT: �� �E (�) �•OR 1N t TOLCO JOIST CLAMP 3. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED - ADAC TIGARD TRIANGLE •N_ BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING AND FIG. R BEAM CLAMP, 1 SCH 40 B1K A; lJp TO 7-0 LENGTH - OF PIPING. 1' E.Q. EAR 212' PIPE CLAMP FOR LONGi1,�tNAL nsln Ol11CK CLAMP FOR LATERAL. DRAWN HY: 11850 SW 67TH AVE. PROJECT 4. NOT A CENTER OF TILE MAC PROJECT _ TIGARD OR 97223� � L,, • POE FAST ClA1P W./ TYP FOR zoNGITUOMW ' SPRING' S1pJ>�j nA-t __�Y�__ -- M A K I _____ CHECKED BY: CLIENT: - CONTRACT WITH: �I /� .m _ PACIRC NW PROPERTIES t7� /-ICAN - . '- �C� 58 ?ENDENT CHROME 155' 5.60 t/2" TY-32.31 TYCO -� !��-�REC. _E 6600 SW 105th AVE SUITE 175 PSCC 90 FF 9th CO. H _ DATE: BEAVERTON, R 97008 GRESHAM, OR y703U-0165 SCALE: 1/� 1'-0' 0. ��ACE DETAIL C(a 387 UPRIGHT BRASS 2(10' 5.60 1/2" TY3131 TYCO + RB N�A 11-20-06 SCALE: NTS -^ — - C• 02 1H. FlNDEWALL CHROME 155' 5.60 1/2" TY3331TYCQ RF CC RH C. SCALE: PARKING GARAGE F.P. + SITE PLAN DRAWING NUMBER: Et � 447 TOTAL HEAD, THIS PROJECT �r-I RD -0' E,Q,-F1NCRIS i- ER DET,�IL SECT VIEW 26-101P1 OF 1 a.,. -..._.._ ,r7 y�} 111111111lowt,Now,:rro 30X �SII �'r Wil. �-1• '� "' kl, ; �''��Sin: Im .. r , TTI r3r:. '�' rod• I .:. + y { f � . , :, IF .. , ,I"ts' _ _ _. _ .. _ .+.-r..-..* +c p,! -• '..,•.•fR• ._ •-cfarw. _ "R`M1^I"*wF•�..^LeA1++f' .w ++•wRrs, a..++. ^, '. _ s '.w ^'^.w* ,.. _ _ ... _ fu _ Jim 204 It zoo y �}I r '4 z . 1 W74CiWihy4m" • s �ry �s) a 1 cs� 1 = \ ` 20- L12 12 ,SU SPRINKLER i f' �� I Cy �' - 71�-0 �� Ita 1-0 (L BOD , _0 ( (t' t \ PCN o �,\21- r TYPICAL. /� PCN ` I S 3 a� y' 1 j'G� ✓ >t: AL± \\ 112 21-0 ELE ALL %'/ -o \��. / \ _ �� Q 0���t' 10-5 tA \\ ��� \ r�\ PCy 0� PC# � PIPE 1ST ELE ALL FLOOR ® /MAIN LINE / , , _ AFF/ MAI /Ivo21 1 PC/ ' CN� 2 2 1 / ° ( f 21=U cr n mw tvr. FLOOR - ;'/ pcy ��` �\�� '� L PCN° w - � �PC# ° '` 21 112 o e - ! 14-6 CE AFF :/ �b / 21-D\ \10-5 16-6 0 , ' 6 O \ 2 Go co 21-0 1 1112 1 ( 1 51 / ,ye PCN \ 4) / ® r`�' PC e �\ ` �'� 112 21 0 t 1 4 ���': ,1 c♦ %1-0 �. 0 .1 � _ � p � : - Q PC# PCS 21-0 112 ' s-s ��-s o-92-s a a� 2,, t,w ;t a 21 t a t 1 1 oA T. PCy �:+ ( 0 1— 1 - • , y.1 12-2 t t 1 , / 112 / 112 PCD 112 1 �� ® - , _ - d` PCN t ` , �, 1�7-� / 1 � 3-4 `� a 1±2 \-\\ 1-0 ` 1 1 ." Y 1 t 1±2 0 -� I e n o °18-9 C� ©_:. - -o \ • ti' 7 Ao -7 PCI PCy \• � � 1 2 \.`- / 1Y_ 21-0 /21 I a J CI to f I I "� QlJ ,, • , IrOt-- t' J 1, 5 PCI 1� N Cy i / 112 0 1�- �t o 0 21-0 - , a �� 12 eF 1'2 ,r2 o s n ... '7-Ir1 a-i t ' ��-'` 16-1 -o PCi \� • '� f s t !• 21-0 - � PC o PCI ,2" *' . i '� 1±2 I .�'3 vt 3 �' � - j r�'' © 1 \ �� t , 212 (( 6 r PCI ' /' �•' 0. 16-9s I I L 21-0 I 9-5 t o • _� y ®1 4 4 ° ti PCI ; d`�' PCN i� = `° 1 1__ -\ _ \ �� --� y e' a 20-0 y PCS o v9 15 I c �8' PCP, 11±2 1 1 t c; 1 _ p t'0 112 �-, /�\ 112 v / 21-0 PCN , I -3 2 �0 1. _._ .. �-O 112 jt-(T I --- - - 21221-0 / ° I \ , • f1O ' -21 S 2 / \\ 112 P - !�'jl '2 PC/ y'0 2 0 PCy 7 ,0.o 11-3 I 112 -`�' 112 11 ___ PCS 'fd P p / PC/ 1 3 111 -��T - PCb -0 21- 21- \ ,/i ,' 55-8 2 0 112 f t Cy PCy Pc(1 PC/ 1'22 ,/ 9 21 s cy v,1 21 / 21-0 �\ s.� O O o p p 21- 1.) 21-0 PCr e o ° PCy 212 *4 7-h s loi 1-61, 310 e i ► PCy ro 1±2 12 / 18-8 7-0 \ A 0 1 /' s 7 PCN — PCy 21-0/ p 1'2 i e P 1 3 11: 112 112 \ PC! P y �� 21--0 -0 211--0 1 j 1 \ -o 1 N " + / 21-0 ° b �� PCi i PCy 21 4 11 yo 1 Cl ,- 3-0 10 o ii s to-a 7-s 3 o Fa o 1->Fo PC }° 9- 0'-4 o PC/ �t � '2 FOJ - o _ 0 21--0 1-0 q I )� PCy 212 21-0 PCN 21-0 1-0 J 7-0 5-20- �t- 3-0 t0I 1-1 *4 7-1 h{ 3-d - 112 3r • t5� NA 1i X'JAL IT�TITUTC T-UK I IHCA-nUN �__ IN ENGINEERING TECHNOLOGY TO THE BEST OF MY ABILITY AND UNDERSTANDING I HEREBY STATE THAT THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE APPLICABLE F/R�S'T�L CO. F/R� S,I�iSINo rL F)9 PLAN N F.P.A., STATE, AND LOCAL FIRE MARSHAL - CODES AND STANDARDS UE PLAN SIGNATURE DATE DAVID A. HAGADORN AUroMAnc M MM LAYOIJ/'LEVEL■ c,�+ir.No aa�e s ALL SCREWED PIPING 1"-2" TO BE BLA(';K DYNA THREAD PIPING HA?yQ i (:? pHs — WIT11 SCPFWE1D CAST' IRON FITTINGS. LL.• /YV! HANG ALL MAIN/LINE PIPE WITH 3/8" QUICKBOL I V,ID ROD COUPLING 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' AI R PIPING TO BE 6�_ACK DYNA FLOW GROOVED PIPING OR 3/8" DROP IN ANCHOR. 3/8" HLK A.T.R. AN( kING HANGER IST FLOORHANG - a°''x""17 WITFt GROOVED FITTIKS, COUPLINGS, AND WELDED OUTLETS. ALL MAIN fNE. PIPE WITH 5f5" TOP BEAR I AMP WITH 0-10 RETAINER STRAP, 3/8" BLK A.T.R. AND RING HA?-[R R SECOND FLOOR - - -- - -- --- CiAE AE /I'LL. / OM5 REV 13Y CHK'D - DAT -- - - - E DESCRIPTION 1. ALL MATERIAL AND EOL.IPMENT TO BE NEN AND UL OR , i.a/, /VO/__� CA SCA0E F/,RE R/70TjC_T/O.N c FM APPROVED. 1. ATTACH ALL BRACING ON FIRST FLOOR WITH 1!2- X 0-3 OUICK90LT ��- 5104 WEST BRM, Y ROAD 2. DESIGN, FABRICATION, AND INSTALLATION SHAM BE IN 1* SCH 40 BLK PIPE UP TO 7-0 LENGTH, 1" E.® EAR AND 212, PIPE CLAMP FOR LONGITUDINAL AND QUICK I = KENNEWICK, WA y9338 ACCORDANCE WITH NFPA 013. CLAMP FOR LATERAL. _— PHONE_ (509 783-9773 FAX: (509) -183-4403 WEB SITE: cascodefireprot C - 2. ATTACH ALL BRACING ON SECOND FLOOR WITF fOLCO JO,ST CLA?,�P DESIGN'.D BY:rPROJECT: Y 3. OWNER TO PROVIDE ADF-QUATE HEAT IN AREAS PR,OTF.CTED AND FIG. 800 BEAM CLAMP, 1" BCH 40 BLK pi fp LIP TO 7-0 LENGTH MAC TIGARC� TRIANGLE BY A IME f PIPE SPRINKLER SYSTEM TO PREVENT FREEZIN 1' E.Q. EAR 21?' PIPE CLAMP VOR LONGITUDIN AND OUICK CLAMP TIG SW 67TH AVE- OF PIPING. FOR LATERAL. DRAVWN BY: 4. NOT ,1 CENTER of TILE PROJECT MAC "nGARD, OR 97223 CH'_CKED HY: - ----__ __ — - -- - --- - - GYM A M K CLIENT: CONTRACT WITH: — --- lLI �• L ES UTCHEON DH PACIFIC NW PROPERTIES P&C CONSTRUCTION C _•d 38 PENDEN' CHROME 1;.55' 5.60 1/2" TY3231 TY'C(j Ty -R6 RLC. CHROME DATE: ` '"600 SW 105th AVE., SUITE 175 390 NE 91h r c BEAVERTON, OR 97008 GRESHAM, OR 97030-0 0041 1_83 UPRIGHT BRASS 200' 5.60 1/2" IY3131 TYCO TY' FRB N/A _ 11-20-06 _ — D O1 H. SIDEWALL CHROME. 155' 5.60 1/2"- 1Y3331 TYCOFRO RLC. CHROME SCALE: IST FLOOR FIRE SPRINKLER PLAN DRAWING NUMBER: F;, - - 222 TOTAL HEADS THIS SHEET -- r 4,. d op MOM .h iu�;. _'1 .v:: ^ r1.,,•n,- ... ,."!.»,uwu` ','.�y.w "a+w,-. -. .cwrnv. .. :.,..._.., -'I,W�v lb\ . .w 30X `' is f %1 uMITIlk '."1.. ..:. . r A I, .. : ..... .. .:.w '... .. .. ., a •. " i - . ..... -..- .. r .._.. .. .. 01f olk 640 C2�1 . r ej1 h ,• ,.r. ::a .1di -. 6 ftf G ' r i 0 or P Ki rA 20 5SU SPRINKLER f a' C - �2 CI �' `� (�,y►1 %® 1-0 BOD f / \ s I fl � , �.� 1-0 ` ro TYPICAL. / / � ° e �s ° s e '— o- �� - , - Cj o X21- r PC 21 �( f o '� - ,� •� , 112 ��. � 21-0 !'ELE ALI_ / � _ ' l �.o .- � -- 0, PSI MAIN/LIN N - -- — ` ., �!.-i / `10-5 �.tl t \ PIPE 1ST / � -- 1� -^-'+eea�.� - " - - - - - - - -- - - -- •�.-rte- _ "" f � // \� \•0 FLOOR T LE ALL f 19 t - `Q o }- j "'N/1-INE 112 � PCI `>>� N 3 0 ;`� t►a - \ �, /PCS } 12-3 AFF' PIPE 2ND 21-0 •-u rfIIm P. -1 PC 0 ' sA 1'2 rs i PCI\ `+ o o ` \ {• V FLOOR ® ( PCI ca - a Pt 0 ra ` o 14-6 CL AFF 1 �p I C J `� �A \ // 2 - O \\ - Ll 1 - t -1 6'- 21 00b 21-0PCI rpJ N� 1 , i PCI PCI j 1'2 r / x. / 0 � ' 1 1 .+• 9'0 � 1'7 � �� PC 6�fr 21 0 ¢' A ° / 2;, ' 19 2t-0 r P (� 1 r° 5 0 \ 4�4 5 2= \ PC itr © ` st Y ti PCS 1,tr r_> 2-8 \n 80 \ 1PCKI PC 0j f 4 !—'2 t _ 2 { !1 21-0 r 1?2 °"� © .., - a d y 12 2 \ °� 2-' � 3 4�D4 f 4-1 18 9 a' PC/ 1-0 , -t �. ;, ro ,r P 17-4y �' •� ® t -�® - to--0 1': �C ° o PCI PCr P I 9 -,� ¢� CI - -tet t ,` o sA r° 0 21-0 ` `0 I �./ r PCI ` 1 t: 112 t _— o _ I , ' �, 0 2!2 �` 1-10 t7i2 21-0 6 PC/ 21` __�_ _ � ._. � � � 21 0 .�C 0 1 '"t � 1 "� � _i � _ W ® -__ \ ^w 2�2 }C- 0 PC, 1 : a ° / • 7 6 6 s 6 - _ --�.. - N \ r p� 16 1 >Yti 21-0 �'- \t � / o) �.,, 1 J 2 ,� ° PCIPCI a �p 21 ° 11 PCI ° 5 `�0 1 1_ �S� _�-•'/'- l l e o 2'� /�Jam, O s 3 ° PCI f PSI `i P I' 2r 2t f1 �- t l�J 21-0 rs 1 1 `PC o , Y REMOTE EAIi ° 2- - 1'j A '6 21-0PC,I 15 t 21 �. � / ;• ;' � a� � \ 112 � ' \ _ _ 21- �"" t- --_-flC � ---� •�,�,� - �0 r o �`9 � "� �+Q --- t q C� \ 1,2 6 - �-7 7 T__^ b o 1 J i t,l ,� / 4-0 � - PC 8-3 ° � .. r o i r-o b �o I -U O 1 2' 0 5-9 PCI o-ta to 6 7-6 s o tas "� 7- -�- E p o FC / 1 1l2 c u �- i�J F ` 21- ,J I o / i PCIi �\ '2 0 0.% 11-3 112 tr l 21-0 o 21-0 1 21-0 1 PCg o b /' PCI 3-3 y 21 0 -1 11 I J 1' F:C f o 1 PC G3Cj ss t- s o to• l o / \ 5-8 21 Ci v9 212 I ao 21 7-6 21-0 PC : �.o / REMOTE AREA#1 CALCULATED TOA .10 DENSI-I v 2 J to- 7-6 p? PC# OVER 1C35 SQ. FT. USING AREA OF REDUCTION 9.5 GPM 0 35.5 _ PCI b c 1,7 PC/8 �' 1-0 w , ' o ° ,�� y WITH (9) HEADS FLOWING ® tEr 21-0 ` o -�'� e ✓ BOR. TOTAL FLOW INCLUDING HOSE 269.0 41 PCI ° 1 !'I 1tJ PCI , l� 21-0 21-0 21 rr_S I �i f PCI ' 21-0 1� v6 q, 1 y ° PCI -0 u P \\ s•s t- s o u6 6 r-o s c a-6 7-6 5-0 @6 6 s IM I ° vo 0'-4 3-9 Y- ti FOJ ' � 112 PCI21-0 PCI P(' v � . t it - 112 11r '-_ � �J'• [i `�. Q..6 PCI ..-j PC 21-0 _ PC# 12 21 0O NCO L5, I_N_ENGI_NEE_RIN_C3 TECHNOLOGY TO 11HE BEST OF MY ABILITY AND UNDERSTANDING I HEREBY STATE THAT THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE APPLICABLE N.F.P.A., STATE, AND LOCAL FIRE MARSHAL CODES AND STANDARDS .� 2N® FL 00I F-IRRE��'R�i1/kLAER PLAN SIGNATURE DATE )11:4 SCALE: 1/8" ' t°-�• - DAVID A. HAGADORN � AUT016ATK,SF'FOAJ-F-n BYgTEM LAYOUT LEVEL 9 I TRUE PIA _c*m.i O 9QOStl_ PIPING NO7E7S ALL SCREWED PIPING 1"-2' TO HE BLACK DYNA THREAD PIPING �.,f/��/'1�p /�/®'�'Rq WITH SCREWED CAST IRON FITTINGS. / . -i.7 %] ��/ HANG ALL MAINLINE PIPE: WITH 3/8' OUICKBQI T AND ROD COUPLING Y 4' 6' 8' 10' 12' 14' IV 18' 20' All OTHER PIPING TO BE BLACK DYNA FLOW GRO';1VED PIPING OR 3/8" DROP IN ANCHOR. 3/8" BLK A.T.R. ANO RING HANGER 1ST FLOOR WITH GROOVED FITTINGS, COUPLINGS, AND WELVED OUiLETS. HANG ALL MA1NAINE PIPE WITH 3/B' TOP BEAM CLAMP MTH 0-10 REiAINER STRAP, 3/8' 13LK A.T.R. AND RING HAWER SECOND FLOOR `... g. .1 - - --- ----- -- -- - GC-NAF1 i L / r072=-ag REV B1' CHK' - _ '— - -- ---- - /� /� D DATE DESCRIP11ON 1. ALL MATERIAL. AND EQUIPMENT TO BE NEW AND UL OR E1..6/. /VOCASCA_0E_�119�' P_/_?_07ZFor1O_ N FM APPROVED. _ - -- 1. ATTACH ALL ;TRACING ON FPST T1.oDR VATH 1j,,!" x 0-3 QUICKBOLT j - 5104 WEST' EiRINI<LEY ROAD 2. DESIGN, FABRICA110N, AND INSTAILIIION SHALL BE IN i" SCH 40 BLK FIPE UP TO 7-0 LEKfH, 1" E,Q FAR AND 212' PIPE KENNEWICK, WA 99338 ACCORDANCE NTH NFPA #13. CLAMP FOR 11-0hGI1l1GINAL AND QuICKCI•.4Mp FDR AIERAL PHONE: 509 783-9773 FAX: (509 783-4403 WEB SITE: cascadefireprotecti 2. ATTACH AL!. BRACING ON SECOND F`,0OR WIT1.1 [OECD JOIST CLAMP DESIGNED BY: PROJECT: _ 3. OWNER T PROVIDE ADEQUATE HEAT IN AREAS PROTECTED AND FIG. 800 BEAM CLAMP, 1' SCH 40 BILK PiPF f.1P TO 7-0 I-ENGTH MAC TIGARD TRIANGLE BY A WET PIPE SPRINKLER SYSTEM TO PREVENT, FRtE7JNG OF PIPING. 1" E Q EAR 212' PIPF CLAMP FOR LONGITUDINA!_ AND QUICK CLAMP FOR LATERAL. DR,4WN BY: 11850 SIP: 671-H AVE 4. NOT A CENiER M TiLE PROJECT MAC __ T1G_ARD, OR 97..23 3 t' _ _ __ CHECKED BY: CLIENT: - CONTRACT WITH: 20 PENDENT CHROME 1S5' 5.b0 1/2" TYa231 TYCO1_ SCU CHFON DH PACIFIC NW PROPERTIES Pd:C CONSTRUCTION CO 00204 UPRIGHT BRASS 200' 5.60 1/2' TY3131 TY(`0 rY-fRB REG. CHROME DATE: 6600 SW 105th AVE., SUITE 175 390 NE 9th BEAVERTON, OR 97008 GRE'SHAM, OR 97030'-0165 • D 01 H. SIDEWALL CHROME- 155' :i.60 1/2"- TY3331 TYCO TY•-I'RB N/A 11_20-06 -- - -- -- -- nr-FTte REC. CHROME scALE:- 2ND FLOOR FIRE SPRINKLER PLAN DRAWING NUMCIER: E\ 225 TOTAL HEADS THIS SHEET 1/8' a i'-0" 26-101P3 OF 3 • IT 4IRT"T .. ' � ,;.. .,,, Sr-iR'e>�9NiCY!YNgWp4aaaM•tAgtWM'IF`.71N711Rt1�R11l�MOII�V%�AP11/r ..d ' ji ry , r Yd A • kr .A A.. su �d•yI .:tU(� 4. IN TIM r - ~ rA•.. :. ,H11.. ils e 6 R L 3 _ II..1 .. .. µ •v :.:, ..., ., r, :� Inv,.. ",• 1 1, . ,f' q .yl ! It,:nn�, ,�^ .Seh,, r.y,lif•h' t t- :;l: 4 iv v t M 30X .n. ,•fey}IP v'I:y : OWL 4 N i Y f . r f t i „ d r r —__ -- - -___ __ —_.._._ __ _ _: ::_- - _ - _--_•.- _.._'_: .1__-__ - - - _- io...sem _