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11850 SW 67TH AVENUE-1 ;M. `F 4 ' ; , ti r- 9 I I ` 1+- • THRUST BLG.-K SEE OETAIL 'A' TINS SHEET (�tmTA Lr �X-7T 1 t-)I L_ Gil.-E n il CATE VALVEq : —4 •i �. STApgt+pE q 1-3 eoTTou Or Daae MERE GATE VALVE. IFOW /���') Com► I r OW_ DAE �/L/TAPS.- f o?. I v-jpo . _ � + — - TOTAL bUIL01NG SQ. FT.: 4A,667 IFOW: INSIDE: FACE OF WALL ' AFF: ABOVE FINISH FLOOR AL,7c� G � OCUPAMCY: LIGHT HAZARD �-- �-- �---- FGJ: FACE OF JOIST 6" D.I. PIPk ' ---"- A 25-0 + -� *ATER Ft bW DAi.,� � 1�hJ STATIC: 47 PS! •" / UI 1DRECROOND DRAWING ON CASCADE FIRE PROTECTIONS RES.: 20 PSI DIkAWING FOR AHJ REVIEW ONL'% ALL INSTA.LLI TION FLOW. 1845 CPM 4 d - REpUIREMENT DRAWINGS. BY OTHERS. DATE: 7:15 P. EQUIPMENT LIST 1-6 -�7 A 7 TIME: 12:15 1'M. _ pC#3 lEST BY: UA 65TH AVE. do AT BAKER i. 4" TYCO OUTTEkFI.Y VALVE o APPwAd ...��...�•.�.,.....�..� CFPCO 1'0 RUN G` U.C. FROM INSIDE BUILDING TO 5'-0 TEST BY: TUALIIIN VALLEY WATER DISTRICT �� �, !'AIPh��w...�.,.,.. OUTSIDE BUILDING ONLY, ALL OTHER WORK BY OTHERS. 2. 1/4" WATER GAUGE KIT I CmddomdlyApaw..�.�•.�.�.r�• 3 4` POTTER VSFR FLOW SWITCH dLowix UNDERGROUND 'VAULT � 4. 2" GLOBE STRAIGHT VALVE MAIN DRAIN (� a lrrlR B'Y OTHERS 5. 1" BALL VALVE INSP. TEST --- 6. CENTRAL (12) EA. HEAD BOX t l.- (� b 2 7. 6" ELECTRIC BELL ( �• 6Q 4 X 2 1/2 X 2 1/2 b \y M REMOTE F<CFj> .D.C. I y I f THRUST BLOCK ! �F�T�~F r���/ —'�—_ — fHRUST BLOCK -7A3-9773 T o Q II I 8" DCDV BACKFLGW U4 i 4" (.ALV. WRAPPED ' Cl) � i��� F.D.;. LINE I 4 � 2-8 PC#2 REFERENCE ONLY N NOT APPROVED k 1:Ti THIS PEI t'-b v a IFOW 0 4 oa PC#1 4- Elf STAhM"E q 0-9 907TOW OF DECK HERE -------•--- -- — — S{OPE PIPE /4'PER 10-0 BA" TO FEED �*''� OUT I b 14'-4 6" D.I. UNDERGROUND 5'-0 A ETA/L ou BY CFPCO, AI_L OTHER U.G. WORK • - BY OTHERS. SEE SITE PLAN THIS SHEET ' SCALE: 1/2' = 1'-0" ,,I, 10-6 10-6 10-6 10-6 14-6 F 10-6 , 10-6 F 10-6 10-6 + 10-6 ,o'-i 10-6 o-E �J -- (2) EACH Sj8 COATED A.T.R. - I 0 Q SEE DETAIL "9' THIS Sl1EE1' _ 1' 2' S 4' THRUST BLOCK i E25- 1. PIPE vv 11Y --- - --=---- __--- - -- — - PAe��k'//!/ GARA O��` INSULATION AT ROOF LEVEL-1 ? - - — /` TIiF'UST BLOCK � /'�t — � PARKLPJG GARAGE ROOF I y PARKING GARAGE ROOF I 0-8 PIPE CU f SPRIG ROOF FRAME PAN DECK �� a TYPICAL, LINE PIPE TO RUN AT MAIN PIPE ELE TO CLEAR 24" SOLID BEAM I FIRE MAIN FIRE LINE 4 X 2 i/2 X 2 1/2 F.D.C. __ STEEL JOIST ATTACH PIPE TO WALL WITH 4-WAT FOR DRY STANDPIPE IN THE ATTACH PIPE TO WALL WITH 4-WAY E.Q. BRACE USING 4" QUICKCLAMP. 0'-11 PARKING ''ARAGE. f E.Q. BRACE USING 4" QUICKCLAMP, 0'11 - IFOW L IFOW / j•x � t" E.Q. EAR, 1" SCH 40 2-d LONG 1" E.O. EAR, 1" SCH 40 2-0 LONG �4. (?) EACH 1/2' X 0-3 QUICKBOLT �•;/ v a - (1) EACH 1/2" X 0-3 QUICKBOLT REFERENCE 2 1/2" FEMALE X MALE E ONLY 2 112" FEMALE X MALE POE TER ROEMER HC SE VALVE NOT APPROVED WITH THIS PERMIT I - POETER ROEMER HOSE VALVE � -- /� MODEL ,Y, 4115 TYP. (4) EACH MODEL # 4115 TYP. (4) EACH z 1 W ' USE 4" 212' CLAMP TO M a � a -"- -- USE 4" 212' CLAMP TO PARKING GARAGE UPPER LEVEL_ HOLD PIPE IN PLACE-----___. - -- PARKING GARAGE UPPER LEVEL HOLD PIPE IN PLACE_ - i ''i / ?ND FLOOR CONCRETE 6' CORE HERE FOR 4' PIPE ^ m 6" CORE HERE FOR 4" PIPE I cn ' �' ` '• '` .�• ! �/ FiRE MAIN FlRE LINE /� STEEL JOIST FEED FOR SOUTH EAST STANDPIPE FEED FROM NORTHWEST CORNER STANDPIPE / 14 t ATTACH PIPE TO WALL WITH 4-WAY ATTACH PIPE TO WALL WITH 4-WAY r/ Y Y 4' 5' 6' 7' 8' 9' 10' E.Q. BRACE USING 4" QUICKCLAMP, z E.U. BRACE USING 4" QUICKCLAMP, --y GROUND FLOOR CONCRETE 1" E.Q. EAR, 1" SCH 40 2-0 LONG —� /' � '`•��,, —_--_ `� (?) EACH 1/2" X 0-3 QUICKBOLT E.Q. EAR, 1" SCH 40 2-D LONG SECT/®N' d�/H�1✓' (1) EACH 1/2" X 0-3 QUICKBOLT 6" 0.1- PIPE SCALE: 1/4" = l'-0" I 60-0 + - l i — I - + C-CLAMP WI Fi ow a o'-11 0 f LOCKNIIT IFOW i J - PARKING GARAGE LOWER LEVEL I M PARKING GARAGE LOWER LEVEL CONCRETE ANCHOR RETAINER STRAP ST,4NViOIRE DAET IL A " _ _ A 1%1"-•AI_L THREAD ROD "�- ALL THREAD R � ---- — — — STA/�//L7�/�E�7ETA/L _ 8 SCALE: 1/2" = T'-0" SCALE: 1/2" = 1'-0" - — ,.I-''IPE RING I �; �- PIPE RING ! P/_RM3 l YO7i7 LLI ALL SCREWED PIPING 1"•-2" TO BE BLACK DYNA THREAD PIPING �/� > 1, / G,5/7 NOTES .� �--' WITH SCREWED CAST IRON FITTINGS. � w �; �i '� / �/il A//'�L? ® T�®��i I c HANG ALL MAIN/UNE PIPE NTH 3/8" QUICKBOLT AND ROD COUPLING ca � ' 2' 4' 6_ 8'-IV 12 14' 16 18 20' v �-7A VL.i /7 OR 3/8" DROP IN ANCHOR 3/8" BILK A.T.R. AND RING HANGER 1ST FLOOR o � �r SCALE: N TS -- --- ALL OTHER PIPING TO BE BLACK DYNA FLOW OW GROOVED PIPING HANG ALI_ MAINLINE PIPE WITH 3/8" TOP BEAM CLAMP WITH 0-10 ! WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. RETAINER STRAP, 3/8" BLK A.T.R. AND RING HANGER SECOND FLOOR j•••' ,. �C FASTENER �J . •. " - .-- - --�— -- FASTENER GENERAL NOTES !� — --- \\ REV BY CHK'D DATE DESCRIPTION � > - - -- - 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR �� NOS -P �- - r-""` '• ----- FM APPROVED. ---- - " 400"%, 4�SSCA� _�/9,E Pi90_T_t=_ CT/0j / CO. 1. ATTACH ALL BRACING ON FIRST FLOOR WITH 1/2 X 0-3 QUICKBOLT �=-LTJ NO-THREAD SWAY BRACE FITTING ,-----'� • 1" SCH 40 BLK PIPE UP TO 7-0 LENGTH, 1" E.Q. EAR AND 2?2' PIPE --5-� 5104 V�J�ST BRINKLEY ROAD THRUST BLOCK -- NO-THREAD SWAY BRACE FITTING 2. DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN CLAMP FOR LONGITUDINAL AND QIJICKCLAMP FOR LATERAL. - KENNEWICK, WA 99338 ' ACCORDANCE WIT-I NEPA #13. -� PHONE: (509) 783-9773 FAX: 509 783-4403 WEB SITE: cascadefireproteO! ,n corn ✓ �1' SCH.40 PIPE (�) 2. ATTACH ALL BRACING ON SECOND FLOUR WITH TOLCO JOIST CLAMP DESIGNED BY: PROJECT: scTi.aa PIPE (uTw) -- o _ 3. OWNER TO PROVIDE ADEQUATE. HEAT IN AREAS PROTECTED AND FIG. 800 BEAM CLAMP, 1" SCH 40 BLK PIFE UP TO 7-0 LENGTH MAC_ TIGARD TRIANGLE BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING I" E 0. EAR 212' PIPE CLAMP FOR LONGITUDINAL AND QUICK CLAMP DRAWN BY: 11®� JW 67TH AVE. - OF PIPING FOR LATERAL. PIP= FAST CLAMP M. TYP FOR LONGITUDINAL 4. NOT A CENTER OF TILE PROJECT MAC - -`-GA _ F►G.cz,z,CLAMP TIGARD, OR 97223 � o� 3 -- __ 1 CHECKED BY: CONTRACT WITH: _ SCU-' CHE N- DH PACIFIC NW PROPERTIES 1FAF SPRING sl,owN FLAT � -- CLIENT: „YM CNS YPE - ME Al - I[MI' K _ N�f- SIN M G. MOLE /�� P4EC CONSTRUCTION CO. �S/ �L"�1 Y �� /� A 9_O 58 PENDENT CHROME 155' S.6U 1/2" Twt?31 TYCU TY- � BEC. CHROME - DATE: - 6600 SN 105th AVE., SUITE 175 390 NE 9th 'CALE: 1/4' - 1'-0" - �.--_`. AIRR CzE4_ I67- ,tf/L49 00 387 UPRIGHT BRASS 200' 5.60 1/2" fYz1:;1 TYCO TY-I 8 N/A 1,_2o-O6 BEAVERTON, OR 97008 GRESHAM, OR 97030-0165 SCALE: NTS - p 02 H. SIDEWALL CHROME 155' 5.60 1/2' TY3331 TYrO TY-�J2B BEC. CHROME _— 1 - DRAWING NUMBER: RE`' 15' 447 TOTAL HEADS THIS PROJECT ---- -- SCALE: PARI�11� GARAGE F.P. + SITE FLAN 1/s" = 1'-o" E.O.-H GR-RISER DETAL SECT VIEW 26-101P1 OF 3 0 30X . .. .. MbA°1tl4WM'YY.M4�III'a^m.rv,1•v ,. MI��1'i7YPM?111M�Yf�W'd... Y1M�J' D'1M':L'1114. .... rI�Ilrlii•r � ,n ti,k 4d "�r y y" II' i yi {` 1W 1 1 ' , lI 1: { i• n II,t !d .r0� • 1� ,I i r.. • ;F • is y r P 11Q vm , i,".. P.i1 /IiXB[11�.vY.�,^1r4::3>0{♦As JwYL,.+:id .r.Y.—:,....... .__,, ,yq,,{,a.u'Y.AK""'w.::wwv...a.-,...c..-.,u— .,..........a...............ri»4 w,y� / r'00", \ / O t,7 f zo- 10-5 rc ti i M 11 i ► ?. PCI -7 1 p 1-4 0 ° / 21-0 O o 21- ^. co ^ 4`- l ��� PCS v. pCl .;SSU SPRINKLER;/ / d. . \ � � ° � 1 /•� � ` � 0 � o O 1-0 CL BOD c - 01-6 \ � o �t 1'2 0 / gyp, TYPICAL. pC �-, (' `' • ° \`p / ! - 0'-4 ` O ° BOJ PCi ` T,,V ,ct FOJ �' o. "[i- 1 or ELIE ALL -, __.._..___._.__ . ._�-__._..__ u P MAIN/UNE �\ �0 1�2 ; ., . _ -- 11?� o l,z O PIPE IST 19-4 ` r O FLOOR O _ ELEA , ° PCI ca 3 I 2'2 1' ° -0-- o 5 212 1 12 ° MAIN/LINE1 2 �� -22-r 1 TING 17P. 1 O 21 D -- �-�� 21-0 , \ 12-3 AF PIPE 2ND 21-0 s u to '` PC 10-5 t V � FLOOR O ' PCI \~`�. \�� � �,° �� o To _ I °1 0 0 � PCI PCI ` _�``• 14-6 ( AFF rs e- ,.. -92-a t e a-t • ry o O. 'bow , ° 16-6 r Z I ® m t e o ` �e PC N o ( CI \ �` j m ap i e ° . t \ ° 112 / t 1 �� ' ® �: ! 2120 � z li '`' f "`� u �_-- ,�i� o `+ �- - 1- 2•� ti9 �i p�`o 2FG 4 8-'aC ne �� K � �'� 4- I f` •!- Ir ®0 PC \�� o PCI lie 1, 1 2 \ a 0 + o o PCN ` • 2-8 .� \ 16 i 21 Q ( `1 o • r � 1,2-��P ,, „v .o CN O PC 212 ° 2 0 11 2 - ° 3-4 92- ° a , o ° 7-CI2 .4 -9 112 t PC4 PCI PC I 222 o 112 PC/ 4 21-0 ^ r rn 2 7-10P / 12 112 1 PC# 1-4 � PCI -1 CI LL_- '2- o o 21-0 1°1e CI PCI 41 PCN o ro -o Io ° p 1 A ��,, v •� PCl v �j 12 • 1 rs ► 0 2,2 e� 21_0 1'2 -_..1 ..� �1- 16_1 0 _y PCI / 3- r N � C. , 03 C ° PCN o o O - , 2 I / • i y \ PCN 6 \ o e- -+ ire 1a2 o- s-n 2 1-tn • >� _ 4-� - �' - '+ {�• 1J - r•;r`- -- Q 212 ry 1 :-�.. O >. ' - u, 1'2 +n o • - ,_ 1 qe �, 0 20-0 Y 15 21..10 i ff \ PCI '2 ^ 0 21-4 14'�, PCS r' �` j w-IE -�a' • 1 PCN ° �s PC ,n Air ?C o -9 to ply 16-9 �-a - PCI - 1 i o �2 • • U n r► • —r 5-9 � e PCI ° K Re o 112 6-4 -ro f �• 7-t '"y s 212 I s z Laid e- !` 21-0 PCI ,els2 0 _J 212 21�0 201-0 0 12 0 .9 6� y, ip PCI + 1-0 a 21--0 PC _. 7 12 CN 2 4 A o 112 tie PC# - PCN r Ir :_8 co PCI ,o.° 112 = �, 1i2 `fir— ° 9 212 CI ?1 9, PCI 3-3 11-0 21- 1- 112--~- ,2 _— ' t 0 �- 21-0 PC .� e.o o PCI PCI PCI FCI 21- o yo 112 � PCN RQ ° PC 2 ° ° 2-t ° 7-0 21!4 o / o 1Pq Q j 2'2 ° sb O PCI 18-8 0 112 3 °cN a �_' 21-4 0 1-6 `1 3 1 2 c i s I �-r PCI 21-0 ° 21- _ -f 15- JL1 2 V 112 i 112 '.12 PCI t ° ° 3 21-0 1-0 21--G o 11 ?0 ro i 1 °+ P I ��`� PCI CI ° SCI PC ° ° 9- ° 21-0 4.1 o s-o 0 rs ,'- s-o 10-42 e ,o-e ° 2-t s-o � �— 1i22 0' 4 1 o re 21-0 "Ab PCI '2 I e 1-0 Y 212 otic 'rC/ 1�2 21-0 1,2 tit o \` PCA21-0 1-0 PCIPq lie 21- PC/ PCi 21- 0 g ° ° y_► s ° ,o•e t e 2- ° ° at 1 t ° iti21 o P 6-3 10 i REFERENCE ONLY — FfPCI -_ srs--�- - NOT APPROVED WITH THIS PCR1`91 �l 61TAFRLAN SCALE: 1/8” 1'-0" TRUE PLAN ALL SCREWED PIPING 1"-2" TO BE BLACIA DYNA THREAD PIPING HA_Na° y :ST FI2' 4' WITH SCREWED CbIRONTTINGS. 6' 8' 10' 1214' 16' 18' 20' HANG ALL MAIN/LINF- PIPE WITH 3/8" QUICKBOLT AND ROD COUPLINC OR 3/8" DROP IN ANCHOR. 3/8" BLK A.T.R. ANC RING HANGER 1ST FLOOR ;,_--.----- ALL OTHER. PIPING TO BE BLACK DYNA FLOW GROOVED PIPING HANG ALL MAINLINE PIPE WITH 3/d" TOP BEAM CLAMP WITH 0-10 WITH GROOVED FITTINGS, COUPLINGS, AND WELDED OUTLETS. RETAINER STRAP, .3/8 BLK A.T.R. AND RING HAiIGER SECOND FLOOR -� — OHNERAL/'7L_ N�./ 72E '' REV BY CHK'D DATE DESCRIPTION 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR E�".�t/, N�../ C��C��E I� PI 70 7L CO.CO. Y ROAD FM APPROVED 1. ATTACH ALL BRACING ON FIRST FLOOR WITH 1f'2" X 0-3 QUICKBOLT �- 5104 WEST BRINKLE 1" SCH 40 BILK PIPE UP f0 7-0 LENGTH, 1" E.0 EAR AND 212• PIPE _ KENNEWICK, WA 99338 2. DESIGN, FABRICATION, AND INSTALLATION SHALL BE IN CLAMP FOR LONGITUDINAL AND QUICKCLAMP FOR LATERAL. _- T NE (509 783-9773 FAX: 509783_4403 WEB SITE: coscodefire ction.eom ACCORDANCE WITH NEPA N13, DESIGNED BY: PROJECT: 2. ATTACH ALL BRACING ON SECOND FLOOR NTH TOLCO JOIST CLAMP MAC TIGARD TRIANCa —E 3. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED AND FIG. 800 BEAM CLAMP, 1" SCH 40 BILK PIPE UP TO 7--0 LENGTH �pc^ BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING 1" E.O. EAR 212' PIPE CLAMP FOR LONGITUDINAL AND QUICK CLAMP DRAWN BY: II�v SW 67TH AVE. OF PIPING. FOR LATERAL. MAC 11 ARD, OR 97223 4. NOT A CENTER OF TILE PROJECT CHECKED BY: CLIENT: V CONTRACT WITH: _ M DEQ CU�C�1 ON DH PACIFIC NW PROPERTIES P&C CONSTRIICT10 1 Y - —METAL 1 MP K —N T SIN M. '� __ --- - 6600 SW 105th AVE., SUITE 175 390 NE 9th 0® _38 PENCIENT CHROME 155" 5.60 1/2" TY3231 'YCO TY-PRF) REO. CHROME - DATE: BEAVERTON, OR 97008 - GRESHHM, OR 9703 5 1 �® 183 UPRIGHT BRASS 200' 5.60 1/2" TY3131 TYCO TY-F'8 N/A 11-20-06 DRAWING NUM RFV -- -- - x�c:Y* " _«-.m 7v. :� VC, CHROME SCALE: 1ST FLOOR RRE PROTE ON PLAN .f -D 01 H. SIDEWALL CHROME 155' 5.60 1/2 >, --� P2 _ 3 � 1 222 TOTAL BEADS THIS SHEET reawn", .,Nwwn.m,s•ww,.,..:w.w•...vw.w.+,.al+.w'.wR M�MPNMbb.MlOiiM"FY:FbM+i� ,p '.. 30X •-- .,. :.. - .' .. MMIWMYMM"aMMl•'AM`w*'•' .. KM/1•k, - . .. •.'`�1'IY,dh.Wti F„fiF*+*c!^,tMXMMf': .., aW,ere.rRPy,a ,'.b+reMW%iyn.,:.<r++lwwrmw.'Wbt9Y !!t'''^ +.:.. .-. .. �, ,,.:,.• v�..,n ,, :. _,... g+ ,'t•aa+a,a:,,. ,..:..,uN�rww;wr�,. .«4�,1i�kw,.. ,.�,I� k�:i1"a+Mer.;aW1WCN�ue6s+.aaw..,,,,; gyCY�,p.fiyW ,br , M1 • 0 1 a ” a:y T' • y S: 5 n WA 00 h , b r 5{ _ --^-r;�,arw:++•v ...+-.,.--•.+.: ..,.. .....^-'r-.,, +...--'+r•...,...m_,..,...,---•r.. ,.-. .,.... .-t--.-...x„r..._... .- _ ,.'- ,,,.- _, _ _.._...—.. t., ..,.r:... . .. .. _ _ - -.. _ ,.- .. - - _ - _ v, biyf.. I •'.r, w.. t vPr r.. •: -- ,. r.:, . fig, ,,..! ,. ., ,. , i �• fir, Giy a, t I' j",pwll tlh M. tda. f T, tii.5. 1 ( w l..i •..� F Vf : dYd•II6lYaN+a...... _....y,. aMW,+w1,s+M+.J.r:--.s.wnn..-..:- i:w•::.aa'.,r, r •r : , n , ' .Iiiw,d .,. •,:r.r,.Wr..rr-wb.....,:,..rY,Ww,W.::Ir,lu.IMau,i,y .1"yK.ld'/d'r.. � „ ... ',,, y� , .. .,.. . �,, A ? / v0 U (2.2 1 Ir `--moi-..` ` raw• l ` .'- I __ � '~,/' 'it tee., � \ 1- n \ 31: 10-5,, X10-5 5Sl! S?RiNKLER { / a 4 = Co 1 r ° 1-0 ��•, y� t •/ / ,1 °S O 1-0 1{ BOD Pi .�• � Q �"� co ~° o \21- TYPICAL. 21-0 PCI ji- �C# \ ,� / ,\\ l I / 1 ` 0 212\ , i / / � h.p "•`w\ � , � _ � 1 i�2 Y� / Z1-0 '.\ tip .\\ ELE ALLx;10-5 , G O\ PCM MAINLINE PIPE eP-Eo 1ST 21 -2 o- A y/ o PC,iO / P1-C or 11-n A LAAlmA INtE ALL PIPE.2ND PC# ,U 1 61 FLOOR 0 6So r` � O ` PCO 14-6 AFF °� '' �� PC o 1 21 2 \\ S N { l to /ro �\ I a s a-,ti -s o-3' z�" a-� s e ` , ,y o �� PCS ra � 16-5 16-6 1 • a o e o ` �� C# �� vim' 212 0 Pei 21-0 i 00 00 h i / 21-0 1 PC i - ! - 0 0 1 Q V it i 3- 112 i 1 ,t �� r /_'' _ 2 c ,.� 21-0 PC 6 1 21 0 _ '� ' R y° o. E \`. 4-4 ys 2 PCS i 2 Q \ l ro P O 5-1 `" �' o r� j PCy t-� 2-8 8 \ �o s mac— s - 2-o 84 o y- ----� _ PC' / PC 21-U\�\ __1 � •I PCO \ 1 1 1 cn Y zl; 1� ° b_� <� -�'' = dd �. Y1 12 2\ / 2'-i i ,\ 12 12 I 1 2,-0 ^ 2 p� ® - t '- ,� a0 cr p 1 \ 17 4� Q pC� 0 1-2 xi/ ` 4-1 18-9 °' PC n 1-0 �c o PC/ i n CO -.�.i I- ,� ..,�-- �'1 �' ,-- a� 21-0 ti P + s 1-0 s . _ r } ` �_- 1 o 1� PC! 9 1 i �° C� _r. `f-s 7-10 `4".[ , y _1 L-"'� . _1- ! 1 1 S-o-• 1 / Yp 1 2 21-0 e o PC}' 21� o ` — . '• r— - `.®.: 10- 0 PCR re , 21 0 C • 4y i O ° �",, O ,, 7 ,ii < , ' :- _ - 5- Cy ! .�- ' ' { c� ,�, �b q.111 16 1 PC 6'� 21-0 o ` TA s u t PCO o _o PC/ O> eb 1 2 2 dr} 3O r 1 1 i • 2/2 -0 cO 9 5 0 1 11 �` i i t ❑ �!� ' ilz eo Z 0 ©� ° 1 1 PC REMOTE A EA#1PC# 9 ° / od 16- 1 21- 21, .1 _�- w� �>4$ r°- yo �� PC0 PC d PC a ° �?0 s 112 PC/ -- --U ®� j., �0 11z o iA 112 s CV , 151 9-/ 7-1 lho r .r 5-9 C e PCO /8-3 ° -0 (off-- 0 - 0 0 e o to PCS me `� Y s,0 2 16 i i s 112 s a 10-6 t-a 12 y i- 1,2 21 t 12 der 1-0 J _ 6 1 o , o � { "e 10 1 : 21-0 -0 21-0 I 2!2 PGl4 r s-o 21 0 11-3 112 ,� 11 Pte_ i-4 1 �6 PC �� CO o F'C/ ' 11 _r 11 I PCO 1 1'2 � J. 21 0 / \ j PC oyr % P ° 2 21-0 CO C o 4- i REMOTE AREA#1 CALCULATED TO A .10 DENSITY 0 s 1' PC0i so � c 2021 0 o ' 7sc OVER 1035 SQ. F'.. USING AREA OF REDUCTION 7-0 0 ° WITH (9) HEADS FLOWING 0 169.5 GPM 0 35.5 �I T 18-8 i +, PC,} s 21-0 .{ 0 112 PC0 Q ` f/ 0 1'2 9 PSI ® BOR. TOTAL FLOW INCLUDIWG HOSE 269.6 �I ' f PCI{�J F- d R' L 2p-O 0 11 3a P 3 b 21 ?0 21 0 ii 1 2 � ° 1 r9 '�, K# 21 C 21 ll11,3ti} P O PCI 2 0 ° 1 2 PCI 1-0 1- f c ° l0 0 7 c }a w e 7-43 0 `s e o C� ° Y° 9-9 _ y Cr'-4 PCO {, �. ae FOJ 21 212 0 /' 21-0 Y 21-0 ' 'i ' PCi -� •e PCO PO - C - \ 21-) 21-0 � PCO `' PC PCO l C' 1 2 " 0 -- - 21 0 1-0 5-2 7 3.0 1" 7-! � ta-8 7 A La 1-a 6-3 --'-J- REF'E'RENCE ONLY � --� NOT APPROVED Wi II TIIIti PI R,\' I SCALE: 1/8' = V-0' TRUE PLAN i PIPING A/0TES G ALL SCREWED PIPING 1'-2' TO BE BLACK DYNA THREAD PIPING HAt WITH 5CREwED CAST IRON FITTINGS. NDER HANG ALL MAINLINE PIPE WITH .3/B' QUICKBOLT AND ROD COUPLING Y 4' 8' 8' IT 12 14' 16' 16 20' � ALL OTHER PIPING TO HE BLACK DYNA FLOW GROOVED PIPING OR 3/8' DROP IN ANCHOR. 3/8" BLK A.T.R. AND RING HANGER 1ST FLOOR WITH GROOVED i!TTINGS, COUPLINGS, AND WELDED OUTLETS. HANG ALL MAINAINE PIPE WITH 3/8" TOP BEAM CLAMP WITH 0-10 4■.,■■ .■■■,` - _ _, _-_ -- __ RETAINER STRAI, 3/8r BLK A.T.R. AND RIN4, HA4GER SECOND FLOOR GAFNAE_RA�_. e'VOTjES /'� REV BY CNK'D DATE DESCRIPTION HO, i -'_ _ 1. ALL MATERIAL AND EQUIPMENT f0 BE NEW AND UL OR EN 'i T_5 C/"'11SVAO� �/RF ��oT��`/ ION FM APPROVED. 1. ATTACH ALL BRACING ON FIRST FLOOR WITH 1/2' X 0-3 QUICKBOLT -cT—` 5104 WEST BRINKLEY ROAD 2. DESIGN, FABRICATION, AND INST-ALLA11ON SHALL BE IN 1" SCH 40 BLK PIPE UP TO 7--0 LENGTH, 1' E.Q. EAR AND 212" PIPE -- S KENNEWICK, WA 99338 CLAMP FOR LONGITUDINAL. AND QUICKCLAMP FOR LATERAL. PHONE: 509 783-9773 FAX: (509 783--4403 WEB SITE: cascadefireprotecho ACCORDANCE WITH NFPA 013. --�— ----_i--� _---- 2. ATTACH ALL BRACING ON SECOND FLOOR WITH T'OLCO JOIST CLAMP DESIGNED b,*- PROJECT: 3. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED AND FIG. 800 BEAM CLAMP, 1" S'CH 40 BLK PIPE UP TO 7-0 LENGTH MAC TIGARD TRIANGLE BY A WET PIPE SPRINKLER SYSTEM TO PREVENT FREEZING i' E.O. EAP 7.12' PIPE CLAMP FOR LONGITUDINAL AND OUICK CLAMP ORAWN BY. 1850 SW 67TH AVE. OF PIPING. 4. NOT A CENTER OF PILE PROJECT FOR LATERAL. MAC TIGARD, OF1 9/223 � �F CHECKED 9Y: CLIENT: --- - -' -._ ---'-- CONTRACT WITH: - SYAI CNT TYPE AL ME FMP K NPT SIN MFG. MOD+-. L-- ESCUTCHEON DH _ _ _ _ ,� .— _—_ _ _ PACIFIC NW PROPERTIES PBrC CONSTRUCTION CO. 00 20 PENDENT— CHROME 155' 5.60 1/2' TY3231 TYCO _ TY- FRB REC. CHROME DATE: 6600 SW 105th AVE.., SUITE 175 390 NE 9th 0_U 204 UPRIGHT BRASS_ 200' 5.60 1/2' TY313_t TYCO TY--FRB N/A 11-20-06 BEAVERTOiJ, OR 97008 AGRESHAM, OR 9700-0165 77 2 D 0 D A D Ot H._SIDEWALL CHROME 155' 5.60 1/2" TY3331 _TYCO TY-MB REC. CHROME SCALE: 7 2ND FLOOR FIRE PROTEGTIOP' PLAN Nl1MDER:225 TOTAL HEADS THIS SHEET - /86-101P3 OF 3 0 30X WON NMI - • 1 „ n ✓i ,w r.. r. ... r