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Plans (55) FPS2018 -00151 ( 2/2 ) .x / / GENERAL NOTES: UNDERGROUND PIPING NOTE' / / OFIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN / ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS / / AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / (�)FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION * 11-0'± INSIDE OF BUILDING / / / BY THE BUILDINGS FIRE ALARM SYSTEM. BY OTHERS THE FIELDS APARTMENTS ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY / / / / / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / — O ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 6 COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / / / / ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED TO B E FULLY SPRINKLED \ COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. 5 SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. / R ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A AS PER NFPA 13 2 013 AND ALL / / _ _ / o FABRICATION SHOP PER NFPA STANDARDS. QQ SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per 7 7 NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. / / — / (a)UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATE AND LOCAL CODES AND ORDINANCES / / / / \ Q STATICALLY TESTED AT 200 PSI FOR 2 HOURS. (�)ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE 0p0 000 / ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 � \X STANDARDS AND LOCAL REQUIREMENTS. l le ®opo — o SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME DOMESTIC MATERIAL NOT REQUIRED. 10-0 SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. S + ® ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING 11LE MAY VARY DUE TO CONSTRUCTION CONDITIONS. ,5 ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR FLOOR AND ELEVATIONS SHOWN AS ['0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. ?x0 16 PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 O ' / UVJ �� I AND / OR ASTM A795. BLD k 11 ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS: I �� / / 8 / �� _ I I CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. _riI I S y BLDG 1 B C L U B H O AIS E o o ®� i/�� 1 IN ROOMS CONSTRUCTION, SPRINKLERS SHALL BE PERMING 800 SO FT DITTED OF UTO BE LOCATED BLDG G \ / 0 0 0 0 o A ��/ �/ I NOT MORE THAN 9' FROM ANY SINGLE WALL IN LIGHT HAZARD ONLY. AS PER I 1 475838 SF 2 8 37 342 S F T/ I ® ' �� It 0 1e SPRINKN RS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR 40,222 SF I I v — ll LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR I I 1 2 I I I v �I II I TSPRINKLERS ARE ON T REQUIRED AS PER NFPA 13I ,9NON-COMBUSTIBLE SPACES. I 11 e o F g g II p NFPA 13 8.15.1.2.1 & 2. ALL CONCEALED SPACES ENCLOSED + WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. 4' o o e o 0 0 0 o _ _ _ _ I I BLDG 4 8 = II 1 0 zo ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS 48 p 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT I 1990 S F B L p G 6 II p POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END 56, 608 SF I d SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN _ _ +� — — � o o e II 0 12" NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING PENKEY NOTES : e memo 0 o e m o 0 0 0 0 0 -- — _ (�� + __ _ e o 0 o Q II _ ARM D OVERS ENT SPRINKLERS EXCEED 12". AIS PER NFPA NG SHALL 013H9.�3 5.2UPPORTED v _ _ _ I I 411 C900 28-0± I I e o e 276.C± _ __ 6 b — — �� o = moo � � 0 = 8 m1 23456FI8 to 11 I I o 00 � � - - = — _ I X� I 4 C900 44-0± oo °0000000eo mmeep 2 - _ _ SCALE IN FEET 411 C900 43-0± e e o 0 0 0± 3 _ 4 411 C900 46-0± FLOW TEST INFORMATION o o ® o e I w H e VICINITY MAP 11 STATIC: 104 PSI 5 4 C900 106-0± RESIDUAL: 100 PSI SITE PLAN PROJECT 11 FLOW: 2500 GPM ® NTS 4 C900 46-0± SCALE — 1" = 50'-0" CITY WATER 8.15.1.2Concealed Spaces Not Requiring Sprinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS TYPICALCORRIDORASSEMBLY FOR FLOORS 1 -3 3 LOCATION -} WYATT FIRF PROTECTION ALARM BELL OR HORN/ST R O B EE 50 0 25 50 100 8.15.1.2.5 Concealed spaces formed by ceilings attached directly to or within 6 in.of wood joist ,- , �, DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require rnkler protection. n' FIRE DEPARTMENT CONNECTION OORDECE ROUND: 8" CIRCULATING TYPICAL FLOORS 1 THRU 3 „ B" e,... 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood lois[ 6" FIRE HYDRANT ASSEMBLY PER TIGARD G A R D STD DWG 542 construction either directly c onto metal channels not exceeding 1 do m depth,provided the 9 joist channels are firestopped into volumes each not exceeding 160 ft3 using materials t equivalent to the web construction and at least 3 1/2 in.of batt insulation is installed at the CORRIDOR -v bottom of the joist channels when the ceiling is attached utilizing metal channels,shall not require sprinkler protection. TYPICAL FLOORS 1 THRU 3 ii 8.15.1,2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler w„•„�,,, °. protection. .. ".". UNIT 3 8.15.1.2.7.1 A maximum 2 in.air gap at the lop of the space shall be permitted. "•"ti••� TYPICAL FLOOR 4 8.15.1.2.8 Concealed spaces within wood joist construction and composite wood joist construction having noncombustible insulation filling the space from the ceiling up to the O 1y. Slit Alp bottom edge of the joist of the roof or floor deck,provided that in composite wood joist O ry n2rkPl construction the joist channels are firestopped into volumes each not exceeding 160 113 R� to the full depth of the joist with material equivalent to the web construction,shall not require y^ sprinkler protection. - 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 112 in area shall not require sprinkler protection. RESIDENTIAL DESIGN CRITERIA FOR NFPA 13 SYSTEM DESIGN BASIS FOR 4TH FLOOR UNIT USED ON THE 6TH FLOOR 11.3.1 Residential Sprinklers. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 11.3.1.1 The design area shall be the area that includes the four OF SPRINKLERS IN THAT AREA: NOT as THAN TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. PENDENT SPRINKLER LISTING REQUIREMENTS:SO FT ER SPRINKLER r TLESS NDH 1ST-4TH FLOOR WED ALL PPM]B16KALLEDIV AREAS d4WFAN®ATORABOW40'F PENDENT 20 GPM f-1 NGLLON0AIEASH#�YROUT®roA4WIAN401F 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for 0° CORRIDORS& USE THE FOLLOWING FOR CALCULATION: No NA N07p �A7pfyWOW 6NOT IVF� g{�CMM OFµO, buildings having unsprinklered combustible concealed spaces, STAND PIPE(S) 1/ o as described in 8.15.1.2 and 8.15.6,the minimum design area of 200 SQ FT PER SPRINKLER SIP rinkler operation for that portion of the building shall be eight 217E FROM TME Lam EDGE -,*ERE SUPPORTING aRANc orfs s \ sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 &2 TYP SAI 9XV AND NOT las THAN s NRENE 1\� BLOWN IN INSULATION BY OTHERS SIZE OF DESIGN AREA DIVIDED BY THE NUMBER SUPPORTING MAIN UNEs �son� 11.2.3.1.4 Restrictions.When either the density/area method or OF SPRINKLERS IN THAT AREA: BATT INSULATION BY OTHERS room design method is used,the following shall apply: SQ FT OF AREA: 452 / 4 = 113 SQ FT PER SPRINKLER sPMTO N IN As PER ustwc " 9 9 PP Y AL inD T°L°w P"""PP* UNHEATED AREA SPRINKLER BRANCH UNE AT.x1n w ro AN INCLUDING+' O e" '° — — — — — - (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: z RISER KEYED NOTES ;e:a:e ° =°sae}DeeeeseDaer;:::e` a minimum are of sprinkler operation of 3000 ft2: 16.7 PSI 20 GPM ° a ••a•:• i%iSi=Se; P P 4 4 FCALCULATION: h 'n r r occupancies r allUSE THE FOLLOWING OR 1 i=re° °9 °s:>oa?e°?`°A'`• ::1'•�• F— Light or ordinary hazard occu a c es whe e HWmt RING ° i=ret G) 9 y P _ 1 ,EVELWTO PLRIE 4 BCH 10 SYSTEM RISER — FROM LL e 2 FT PER SPRINKLER HANGER RING noncombustible or limited combtNstibleceilin s are attached 00 SQ °.°,.°ea;;ep}s°a tie°.°e^>°^e° ;tie°::va°,e�esa>;ea°°e roFep tie va�e e�°; 9 •.•... .,••.... ... ... ...•... .... °°,°°°°,•.°sea>:soeoea:vaa°.aa• 3-6Yi 1-3 2 4"C:R`/D FDC CHECK VALVE TENT INSULATE PIPING ON 4TH FLOOR LIJ � to the bottom of composite wood joists either directly or on to s / 3 4-WAY SWAY T OF RISER � L BRACE OP metal channels not exceeding 1 in. in depth, provided the luwor>Reneae!74III IA uInaps. "LOOM" OO O"D"! JD RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIALSPAINKLERONCPVCPIPING °tie ° ° ver{ e Z 9 P P DESIGN BASIS FOR 4TH FLOOR CORRIDOR 10Da B C TM°"CDL1 Na MODW 1°TM° DA 4 ELECTRIC ALARM BELL OR HORN/STROBE ^ O adjacent joist channels are firestopped into volumes not Term r w• I•-1n• eIG3e r w• W-3• a v,n,exo �+w"C. "TR4aFU SIZE OF DESIGN AREA DIVIDED BY THE NUMBER GBT$w 210 +' dGa3eo w' +* +' 5 IR"BALL DRIP ASSEMBLY TENTING OVER SPRINKLER PIPE by OTHERS FF- exceeding 160 ft3 using materials equivalent to 1/2 in. WAD 3• w• 1'.4- —,,, � .� OF SPRINKLERS IN THAT AREA: 6 2-1/1 X 2-0 X 4" SIAMESE FDC CONNECTION JOIST OR TRUSS PIPE HANGER CD gypsum board and at least 3 1/2 in.of batt insulation is SQ FT OF AREA: 440 / 4 = 110 SQ FT PER SPRINKLER SAMMY SCREW WOOD HANGER ASSEMBLY ® • • "a' — Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: ALL ELECTRICAL WIRING BY OTTERS m. .h _ PENDANT SPRINKLER O is attached utilizing metal channels. N T S "HEATED AREA U g 16.7 PSI @ 20 GPM + SIGNS AS R EMIII / GYPSUM BOARD CEILING USE THE FOLLOWING FOR CALCULATION: RESIDENTIAL SPRINKLER ON CPVC PIPING L 11.3.1.3 the minimum required discharge from each of the four 200 SQ FT PER SPRINKLER a uxT .ED CCHI"UOR RESIDENTIALMPRImKLERON CPVC PIPING hydraulically most demandingsprinklers shall be the greater of the ° TENT N S U A T O N D E TA following: y p g DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 & 2 TYP) _ (1) In accordance with minimum flow rates indicated in PARALLEL TO JOIST Qv _ _ pvfpNf_P1gg� Mg individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 2 Calculated based on deliverin a minimum of 0.1 m/ft2 OF SPRINKLERS IN THAT AREA: PIPE (PERPENDICULAR SWIUJt TO BELOW) WOOD BEAM ,EVEL@T°PUTP ( ) g 9P SQ FT OF AREA: 440 14 = 110 SQ FT PER SPRINKLER DOUBLE FASTENER STRAP SDE MOUNT WOOD TJ _ GI Ho Igen FASTENER over the design area in accordance with the provisions of wooD TRUSS r+ � / 1,®NFT6EALLPPNGBNSTALL®NAIEA4ANNGu�ATGRABDYEaF PENDENT SPRINKLER LISTING REQUIREMENTS: WOOD TRUSS. L 8.5.2.1 or 8.6.2.1.2 16.7 PSI @ 20 GPM NIXLDM9 AfEA.RPREWHirN�,uT®rowaNrw4aF APPLICABLE RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDEMIAL SPRINKLER ON CPVC PIPING NOTEI AISLUTI N WaW IS NOT N WE SPWRII COMRACTQRS SCOPE LF WC%i1C THE FOLLOWING BEAM, C uraTIBED Aaa"on u„TxeED 2 OE SQ FTP R SPRINKLER BETWEEN 2'x_BLOCKING BETWEEN JOISTS /10 HEX HEAD SCREW 00 auasx IN ' Oo °ms Tawas; PIPE PARALLEL TO JOIST GENITAL WAD SEr HANGER TTr � _ FDC DETAIL _ LCLD NEA N9.LATKW-7BlP OVBt PPE WH 4601 TO SIiM1CTI.1iE AVtODFLLNQNft7Rt�IFPEAADC9.M1' •. . DOUSE FASTENER s111AP HEI HEAD FASTENER 3/8" = 1' — 0" O ;Ey.,T°PL.TP _ \ M00D TRUSS, M0DO TRu55, `--RESIDENTIAL SPRINKLER ON CPVC PIPING /RESIDENTIAL SPRINKLER ON CPVC PIPING - OFFICE COPY BEAM,ETC BEAM,ETC CPVC NO BLOCK HANGER DETAD ua ,aFx neaoa ua :.F" IT: z'x_BLOCKING N T S TaPE�TME01J%ss axNAorAnam °- � INIIIIF MiroSTAYASCLOWroMASS ��� c 1 PERPENDICULAR TO JOIST ��J O O ! ' DOUBLE FASEEt STRAP EE(HEAD FASTENER R �TTp/CHOWS ASFOME A BUILDING SECTION �g� �'� zwt srnE FASIDax Smit �1 TENT INSULATION D E TA Pa9E FASTENER SI WOOD TRUSS,BEAM,ETC. CPVC STRAP IDETAIL DOUBLE STRAP PIPE HANGER VALIDITY 06= s•T`-� N T sTHE ` TABLE M TABLE N BASED ON CO O TRUCTION HANGER 18 RE UIPI 15ETWEEN B RIW--ERS HAWSER DOCUMENTS AND OTHERCity of Tigard W000N DATA SHALL NOT PREVENT JOISTS THE CODE OFFICIAL FROM App ed Plans REo�ERRORS.OSSC 105.4ING THE CORRECTION By� Date 31111 FINISHED CEILING LINE i-0 IMPORTANT NOTICE: ISSUES & REVISIONS N DRAWING TITLE: DRAWN BY: B KNIGHT o.c. SITE PLAN, SECTIONS, RISER & MISC. DETAILS M MORALES WOOD 192A1"1E CONSTRICTION CHECKED BY: IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION Jt'KINKLtK JI:MtUULt 6C LLIitNU /\�l CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. I I APPROVAL TIGARD FIRE MARSHAL AS PER BLAZEMASTER PIPING SPECIFICATIONS, jJ FROM TEE FROM ELBOW SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 541 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED BANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY HOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 10-2018 FOR PERMIT / INSTALL PROJECT NAME: SCALE: AS NOTED CTmTa 1tODI9 <oDI� 1t0P9 E, TRUSSES, THE STRUCTURE PROVIDES CL THE SUPPORT x 80 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 IRE T P � 4V OT i ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER NATIONAL INSTITUTE FOR CERTIFICATION 1 10/2019 ADO CLASS I STAND PIPEHE FIELDS APARTMENTS I ve 6w m so' THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES D' 98 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED CO .a PROJECT N0: 2018-TF-006 LU �W _��,,pp,, 8 12345618 16 31 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDINGS IL r � 7V 7 W OFNTHE SPRINKLER AND ADDITIONAL HANGERS ONS �o�"dam gm�Jr &�j e Uy D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION SPKR ON SHEET: SOF LL Robert L. Knight Jr. () THE LINE MAY NOT BE REQUIRED WREN TRUSSES ORtochicali PROJECT ADDRESS: SPKR ON JOB: 759 eUF'POfaf ntsrgNece_Er AA ...ANIGNE94B JOIST ARE SPACED 2'-0" G.C. OR LESS lakr-Beeed System Layout in C xe°°(') l�tiNestiI V.NA 1Lru „ -, o.00 ,/2" RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7890 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SCALE IN FEET Z INET WMEMIN. 12 FADS T c uIEB000VRG 6 LTSG�i GLOBE GL (P)360-718-8604 LICENSE OREGON/183279 - WAIFIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 4 6.1 6.2 6.4 6.61 A 6.8 .1 .1 .1 1 SEE FP1 FOR FP, HANGER DETAILS BUILDING SECTION 6'-82" 15'_6" 1 HYDRAULIC �6'-8• s-,12' I 6'-B" DESIGN CRITERIA 6.A - - - - - - - - - - - - - - - - - - - - -11ri ED I z UNIT 2 ED I UNR BED UNIT BED2G36- ; s-2D6 2� _ ISEE F114 FOR \ 7 \lorNNNNNNNN1- / I / 1 I I \ t-7 �- - - - \ - - \ - - _� - - - RISER AND -/ - \/- ; _ 1_ >- - I 1 , / - r, - i o oma= " I Q / r° "° I o ' I Q / / ' ( � �/ - STAND PIPE DETAILS \ / - \ / / \ - - � / \ / - \ _ / - r/- \ /- o \ 7 -\ `�/ - - \ / - - -\ - �� - - -\ .-� �a - -\.� \ - - \ 7 N IN \��/ - 1-110 - - ' a ' j' O _ ss� 0140: iia+: Lit -r ' ¢ � s-m5 1-1 - - 1t� z--4 � .11- -1 _ _ " ii I � 11-o ---) -- - - 1 F / - \' \ I s� - - -- O \ - ' - --- - \ i - / yam0. g 4nRevision clouds including the revision o - I 1 / I 1 / - I - - _ / number must be shown for all items that 4=a � tL . - :1111121:. 3-r ': � a-w. - � 4a® - 6 , _� - �, - - _ I have been revised. This applies to all © __ sheets : E 1 6.B - - - - - - - - - - - - - - - � - - - - - - ^ SEE 4TH FLOOR ® SEE 4TH FLOOR Update all building plan backgrounds. FOR SPRINKLERS o tz o 15-0: 4 11 x 6 t+ 9-101: 15-01: 11+. ® 15 0: ° 3 11, : x t 01: 4-11+: 15 0: 3 11+: 15- : OGWI 15 0: 3-11+: a,ah o 115-0+: o 3RD FOR SPRINKLERS THIS AREA CORRIDOR 3-02 _ ® THIS AREA - - Christina K, Otak. 6-U23 I - i / O 0-6 o : -: : « LL 102 2 - i �- , -s 1-2 i fie: - I . - - L - \ - - 1 \ - - I - '� - - -�s . i=� TT 0- A� / d -� 9 1- - I � 8 - 4'J2' 1- -/ \ \- -i / -7=7 \ -- . 1- - / - \ \- �/ - \ - _I Q . 1 -/ - \ \_ ,/ I O 1 - / , � �_ / \ I ' F:� /INS, --RiNk _ ! IJ- -`\ : / i -\. n -\ /- 1t�x �\ n - \ / \ /' 3 s+: /- �\ - \ i -\. L 1 11 00 fi r 1 { I . 11H� ®-1122 10 { \ a+ R 1 BED { ! 2 D o. \ UNR BED : i I 1 UN 3 B a- /. ( I j ° \UNIT 2 BED ( I I I { �� / .UN�f 7 B I ! \ r �Y i� \ WNFt 3 BED 6-2Q2 / \I� / I I { ! ( I FLOQR SY�TEM fTISER z 2210. I + 6.2 I j d 6.D - - - ' - - - - STANDPIPE RISER x - - - - - - - - - _ - - - - - - - - ;{ - - I - ' - - - - ' - - - - - - - - ' 6 8" 15'-6" Rotate location of hose valve and controls away from the Loop Offset Change of Direction window. 1/a L Long Run of Pipe Christina K,Otak YFMin L L 6. 1 ELEVATOR SPRINKLER 6.2 6.3 6.5 6.7 2ND FLOOR 6.9 6.1 .1 1 6-Min - vzL HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING 1/5 L 1/4 L ELEVATOR PIT PER NFPA 13 8.15.5.1 FIRE SPRINKLER PLAN KEY: NOTE : GLOBE TI$ INCH PLAN SYMBOL = EXPANSION LOOP AND OFFSET CONFIGURATION IlHangar t Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY The shaft has been replaced Not � : wmwse�nworaravucmxn�e�wv.arral.awxaar Restraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERAGE SPRINKLERS GALLED FOR 14,157 SQ. FT. 1/8' = 1 - 0 with closets at each level. �0'�0.w :on" 9.µ oov ►Expansion PER NFPA 13 8.15.5.5 20 x 20 - 400 SQ FT. Provide sprinkler head. MAX SPACING 20' W/ 10' MAX OFF OBS. Christina K,Disk. MINIMUM SPACING BETWEEN HEADS IS 9' i 6.1 6.2 6.4 6.6 A 6.8 FP1 6'-✓� 15'-6° i �6'-8• 5'-11� i ' 6'-8' I I - - - -_- - - -- - - I ! IT 1 BED + o UNIT 3 BED as UNIT 2 D UNIT 1 ED UNIT BED UN UNIT 2 BED -R41T/3�ED \ - t - T / I T � 03 s ��� _10 I ! I ! 6-10/- _- LL 72ploI \ �� // - I1 \ O1z- , _ _ Ar- L -o : oar " \is rn: / 1 10 , a -" 1z� �/ 6s a� ,3 r: , r: - - t-r 1 �5 0 i/ s 1 i _ - 3s t E I - - 11-N 7- i i, �- - -I / ____ -� - -T _ _ \ O \ D \ L F 4U l ui hzjEV M -- - :I - _ i pad r� « oll H117 L SEE 4TH FLOOR tJUn SEE 4TH FOR SPRINKLERS o : 0 15-0: 4-11: 1st 15-0+: 4 111: O 15-01: = 3-11: : ] 15-01: .-111: 15-01: 3-111+: 15- +1 � 0+x 15-0+x ° J-111: , 0 15-04 0 3-10NNNINI FOR SPRINKLERS �+ t-6 " CORRIDOR 08,0 ® THIS AREA « - UIT 1-1 1 r-j�. FYI' A ; - _._ - I co I [?!t 711 V�A , � 1 : i 1 Y:_ O : 16t 4-5 \ - ' , x i 111412, 1 Bir,(,: x 8-d i- �2-0 .. \ - x i ma 3i1 IHtlry r{� ^ 10 O N I I I II N I- "� t I L 1 -- O - - - - 0 0- : - - - , -� - / 3-712 B+: _ - 1. - - -1 �_ I - L \ ( - I I 7T C7 X _ - - \ 3-V2 o \ 38 d \I + �di�\- / UNR2\BED- ~ �ED-tel o. m\ / I { 1 I T3�E - 01 -1 °O 1\ 6-102 O / EVALVE 3 IS SiUL1.N , I }}I I I \ UNIT/2 BED BED - I PEwTYpf=A \_ UNF'1'2 BED A - V 0 d -=:F DC CKV VE ( I 6'-6" 2 2- "SIAMESEF I I 6'-82' 15'-6" ALA fBA ELL ORHORWSTROBE Update building plan backgrounds.The hose valve does not work in the current loca6.1 6.2 6.3 door s there.on use the closet 6.5 6.7 1ST FLOOR ).9 Christina K,Otak. FIRE SPRINKLER PLAN 14,137 SO. F r. 1/8" = 1' - 0' IMPORTANT NOTICE: ISSUES & REVISIONS V DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND 1ST FLOOR & 2ND FLOOR B GREEN \IIILLL1JJJIII FIRE SPRINKLER PLAN CHECKED BY: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. SCU CH. APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER # 269 PEND MATE 155 4.90 1/2- GL4910 GLOBE GL RECESSED �{ E S T O P C O . TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 10-2018 FOR PERMIT / INSTALL # 40 PEND WHITE 175 4.90 1/2• GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION PN 48 SIDE DRY WHITE 200 5.60 1• GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT N0: 2018-TF-006 IN ENGINEERING TECHNOLOGIES _ 8 f�123�, p'(8 1(j 16 PEND WHITE 155 5.60 1/2- GL5601 GLOBE GL RECESSED BUILDING6 IN mad.d dhi,apntraUm s6or diet pp,� p, SPKR ON SHEET: 378 Robert L. Knight Jr. LJ� `�"-`yam' D 1 SIDE BRASS 200 5.60 1/2' GL5626 GLOBE GIL N/A AUTOMATIC FIRE PROTECTION Is certified in the technical aies(o) V ► 4 SIDE WHITE 155 5.60 1/2' GL5626 GLOBE GL RECESSED PROJECT ADDRESS: SPKR ON JOB: 758 .star-(lased IA,.ud Tecanicin Certification No. CmdlBcetion(s)Valid Thru 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7890 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SCALE IN FEET HEAD CABINET WKMIN. 12 SPARE HEADS TOTAL COUNT BUILDING 6 = 758 TOTAL COUNT FLOOR 1 ar 2 = 378 (P)360-718-8604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 3 6.1 6.2 6.4 6.6 A 6.8 .1 .1 .1 .1 SEE FP1 FOR FP, Given that this head is 40'in HANGER HANGER D ETA I L S above grade,will it trigger in time if l fire were m breakout at BUILDING SECTION I I ground level? Same question at 6' 8• s'-„ ' - - - ? - - T - - _ _ _ r _ _ _ _ � I _ _ _ _ x . other end a building where HYDRAULIC I _ r ! T - 6'-S?" 15-6 6-B" Chnstinal K,Otak.6.A - - - DESIGN CRITERIA 041 B UN ti STAIR I1 I XI n1TDj NR18E U z EpII ( 1l ' / 3e - \ FDC DETAIL 6.411 � ! Ij SEE FP4 FOR 1 I o � !11 1 ! 1 ! I 1\ 1 1/ 1 I ! 1 ! 1 1 1 I STAND PIPE DETAILS \ \ \ � \ ! I I I- IT ! n I 1 / r I ' j n I t / n■ - ; 1 I Qi t I 1 / ° 1 / I Inas / 1 / I P- I ( I d I1 I � II �j 11 � 1 1 � I I i I \ O i I I I � I � I -., � �041� I I I I Q I I I I 1 1 � I Q 1 r 4$ o '; ' 1 I Q ! ! I Calculation results for Design Area 1 - 4TH FLOOR UNIT This s slam as Shown on FIRESTOP COMPANY m no FP3 dated 10/3/19 . ° ! 15-Qi - 1 71. - 1 : F 1 ! Minx Y company pri - -_t_ _ ! 1 r / � 1 r � / \_ / _ � _ for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD I _ ! ! ' : o4t�I� I ! ( _ _ _ � I �-{ /! ! __ _ _ _ ! ( ! '! I I - - i __ _ / ! 9 tie 9PmlIC`(tlmin/mx , -�_ __ ; j " I I � contract no 2018-TF-006 is designed to discharge at a rate of 0.1 )of floor area over • , I 1 \ -I i I 1 I I 6 11. Q 1 I i I V 11 1 2 d a maximum area of 452 iP when supplied with water at a rate of 85.2 qpm at 91 psi at the base of the riser. : _ j 1 j \ _ /\ / ,., S€AL (2)N O �, AA - Hose stream allowance of is included in the above. �! / \' O I ' \ * I I n ! ,/ I, - w Occupancy classification: DWELLING Number of heads flowing:4 / �• i 1 I / '/ ( Q O i / I y I (� --- I t ,q / �x Commodity classification: System Type: Wet / ' _ I I : 0 1 Maximum storage height Maximum velocity: 19.08 fUs �- Storage arrangement: • 1 1.; 1 ! g I 1 Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 91 psi 2 : s 4-i 1 1 1 11 2 ! 11 1 I 6-M: 1 2 I. -! � - �� ! � t , \ i ! ! �\ .-,I ;---- ! �� i .�� \!� ! I I^t _ � i Flow from Overhead sprinklers: 85.2 gpm Pressure Available at Source: 104 psi ' € . �} ! ! A !74 TO A :n i '' .--�. : I N-M m x i t M" Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 13 psi Oil i•f Ili ! r O'1-- i �' :'lZit!. -I-it, `+' �! 1 %, O --I -t 6' � t �) , f"g) I(✓I -{ f ' ! Flow from Outside Hoses: 0gpm - ! - 1 _ OMerfixed flows: 0 apm ter.Re r•r.r•r. r.r.��rr� r• r�r r.xl.r. yrr r.Mr r. r. r r.rr. 'r• r. r. r.r• +r l•r. r.r.r.r•r•r. rr.r r. r. r. r r.r.rir r^r r.rr. r. r. r..►r. r.r.lr. r. r. r.r.r.r..r r.r.rrrrrrr R.Si -- ! _ - - --- - Total flow in system piping: 85.2 gpm x l 129 r Additional flow at/beyond source: 100 point ! 4 r ( O 15-12 O h11 x g_�,,= 15- x 1112 j 1 x 3-1 1x x 1'i-px 4�11tx 1 x 3-1 rx 15-Px 111: }5-p: �1Jrt O 15-01: O 4-11 -� Total of all lbws: 185.2 gpm f I I 6.0 - - - - - - - - - - - - . U11I(}' _. EV ! Calculation results for Design Area 2 - 4TH FLR CORRIDOR �Vo0 811= _-T `4 2 2-2 = I` H� _ / Jr9' T Q 1 x�I( " s / _ ' 1 1 I :Dx I' ! This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3H9 - \ i r - _ w / ,T-; \ r�( _ "/ for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD i II I _ o _ _ I� [� 1 _ e contract no 2018-TF-006 Is designed to discharge at a rate of 0.1 gpi(UmiNmi of floor area over •�1`r - * �! I I ! I ! ! III I I �, N^ ( 1 1 ! l / ( Q I ! \ ( ( I I " ! 1 E 11},'�i „ \ I / - �' a maximum area of 440 fY' when supplied with water at a rate of 81.7 qpm at 91.8 psi at the base of the deer. / �.., j \ j I ; J ! / / \ ! \ O /.' I �'� a Hose stream allowance of is included in the above. ' _ _ _ = p Q l\ _ __i l l * !, Occupant classification: LIGHT HAZARD Number of heads flowing:4 -- - - - -- I 11 a ( _L Y - Commodity classification. System Type: Wet j� - .� - - Maximum storage height: Maximum velodty: 18.17 fUs \ 1�! f L - s' j /) ! ( t Storage arrangement / - Flow from In-Rack sprinklers. 0 gpm Pressure Required at Source: 91.8 psi o Flow from Overhead sprinklers: 81.7 gpm Pressure Available at Source: 104 psi To I , I. I' \� I- T �� ! \ ! - ! I \ / I / I T I I / r �I I \ / ! / I I ! I ! Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12.1 psi ' I¢$, ( I I ! ( Flow from Outside Hoses: 0 gpm T' I Other fixed flows: 0 qom y \ I \ b' Tota of all flowssource 61 0 9Pm 7' 1 _ I I I - ,9 i I N " I I '( I� I ! \ 1/ I I I 11 I \ / /I T ' I\ f' I I 4 a '/ / - r �/ I I I- / 0 1 1 rl \ l II b 1 a I I \1 I 1 ! r 'll I Q II 1 ! I I ! /I - I . !Q I 1; I ! 1 ! 1 ! I !'ice' 1 _ I ! ! cc` U 3 ED Q LY CONTRO STN ' \ yN 2 8 D R 1 B�, 1 I ! -�_I! R 2 Pill Q I U 3 �D 1 etc j'L'Y NLLVAI0 � U 2� IU 6408 _ FLOOR SYSTEM RISER 1 _ L1 _ __ 1 _ ' _ 1 - - 1 - - - F�-6'-8' S' " HOSE VALVE i i * - - - - - ! I ROOF MANIFOLD W/ (2)HOSEVALVES�'�1' y FOR STAND PIPE TESTING(SEE FP4 Rotate location of hose valve and controls away from the Loop Offset Change of Direction Window. 1/4 L Long Run of Pipe Christina K,Otak � `2/5 L L 6.1 EV 6.2 6.3 6.5 6.7 C69 ,' 6.1 .1 1 6-Min 4 6"Min - '�2` ELEVATOR SPRINKLER The shaft has been replaced 4TH FLOOR vsl lyal HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING With closets at each level. FIRE SPRINKLER PLAN FIRE PROTECTION KEY ELEVATOR PIT PER NFPA 13 8.15.5.1 Provide sprinkler head. -- KEY: NOTE : GLOBE THE NCH PLAN SYMBOL = EXPANSION LOOP AND OFFSET CONFIGURATION ®Hanger or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVER GE 5F'RINKLERS CALCED FOR Christina K,Otak. 14,157 SO. FT. 1/8' = 1' - O' STAND PIPE (STEEL) =�r=r=rrrr� sooassxa.noxlresvucmaxsmoe.one.osnwarrc Not to Scale IRestramt WHEN COMBUSTIBLE ENCLOSURE IS PRESENT a eEx syseawssrmuw p oasxm xs ea..oxuwe. Expansion PER NFPA 13 8.15.5.5 20 X 20 - 4006a FT. SPRINKLER PIPE (Cl MAX SPACING 20' W/ 10' MAX OFF OBS. MINIMUM SPACING: BETWEEN HEADS IS 9' 6. 1 6.2 6.4 6.6 A 6.8 FP1 15'-6" Calculation results for Design Area 3 - 3RD FLOOR UNIT I�-6'-8" 5'-11x' - - - - I I 6�-6" This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3/19 6.A _ - _ _ _ - - for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD - - - _ _ - - - - - - - _ - - - - - - - - - - - _ _ - _ _ - _ _ mMr(Um contract no 2018-TF-D06 Is designed to discharge at a rate ofq 1 gp in/m')of floor area over UNIT 2 B D l ',, UNIT I UNR 1 BED UNIT 2 BED I I / / - a maximum area of 452 itr when supplied with water at a rate of 83 qom at 74.2 osi at the base of the dser. ! l ! UNIT BED 6.303 j B- 1 / 30 L_l O Hose stream allowance of is included in the above. _ ( - _� ! - -\\ ( -313 1 Occupancy classification: DWELLING Number of heads flowing:4 ✓ ✓ / Commodity classdication System Typo: Wet l \ �- \ t ! I O i Z ;"m 1 / ( O 1 i _ � i �\ ;� \ ! � Maximum storage heighC Maximum velodty: 27.98 fUs \ 1 / 1 --{ 7r 1 1 / -�. Z \ - Storage arrangement: U - / /- Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 74.2 psi / \ __ \ - \ \ - _ - \_. - - Flow from Overhead sprinklers: 83 gpm Pressure Available at Source: 104 psi 3(4b11 ( 1 1 / \ Pz - ( O It 11 { 1 / \ rz de ( o 1 ( 1 / \ - / m�z 1 ( 1 Flow hom Inside Hoses. 0 gpm Surplus Pressure at Source: 29.7 psi • /- , . 1- - Q _ Q Q _ 1 I�- / \- Flow from Outside Hoses: 0 gpm _� �. 1 t: g / \ . / / /- -I . a -\ . . !- - ./- -( 1- -\ 'S / - \ �1: / I Q s - ° - -I " a ~ \ r R I Q- 1 0 herfixed flows: 0 corn u, \ - / - \ - I - \I - \ � / - // \ / - - \ � / - i - / - ' / " - /- - \-^ �- \ / Additional flow rotal ill in weyo is source: 00 oom -\ /. \_ /- - - Total of all flows: 183 gpm - i - i cup a m M2 '11542 / 1-10 �-r / / - tsar- -_� 1�r2 t 1 wig 1-31 / /_ \ts mx / s �as - - Ill T- Manx -e / / /- � -- - --- - - -� .11-Q -� - - -I e-- .11-Q7 7- t• ' ,( ! / !; re / i A � -\ ;� Calculation results for Design Area 4 - 3RD FLR CORRIDOR -, Q --/ Q Q---- 1 - This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3/19 1 -0 ^\ I / y� \ \ / �� i �; - / ,. for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD ___ `L I 1 / 7 w ' contract no 2018-TF-006 is designed to discharge at a rate of 0.1 /IP(Umin/ of floor area over s 4-i - 1 _..-- _„ 2 '11&212 k } x 1 ^ Wit - 41$ y II � p,.a � � . a maximum area of 440 W when supplied with water at a rate of 83.1 qpm at 1775.7 psi at the base of the riser. 2 ! ( 341/2 I r -T\ _ I 'i�l� 1 i Hose stream allowance of is included In the above. TORA Tri' - fy . fi •-=� - - ` ;� -rt-- ` � ;, :, �y;r -- -- - ( - - =� f I Occupancy classification: LIGHT HAZARD Number of heads flowing:4 Commodity classification: System Type: Wet SEE 4TH FLOOR ® n 14 SEE 4TH FLOOR Storage Maxim :tor ge height: Maximum velocity: 28.01 tUs um FOR SPRINKLERS O : O 15-01: 4-11 . 6-P 9-101: 15-01: 111: D 15-01: 3-11: z : 15-012 4-111: 15-01: ° 11P. 15- . ° 097® 15-01: ° 111h a7�x o 15-Olx O 110 FOR SPRINKLERS Flow from lo-Radc sprinklers: O gpm Pressure Required at Source: 75.7 psi THISAREA ° ° _ ° x THIS Flow from Overhead sprinklers: 1gpm 6.0 _ �6 ® - •) - _ _ - _ � Flow hom Outside ores. 0 gpm Pressure at Source. 28 ps ' ' „ d Hoses: 83. Pressure Available at Source: 104 psi " CORRIDOR � � a froms Surplus .3 i /� 0C+ ,-pro �. �., /"'� i Otherlixed flows: Oapm / ! 6-U -l i _ - o+ Total flow in system piping: 83.1 gpm � '* �'- Additional flow at/beyond source: 100 qpm Total of all flows: 183.1 gpm 3}m : il. -1 x 11x 2-111 0-fi O - !�1 : x / r . 1 6#itz "' W I - \ / )- O -8 i F� © -' - - -- - o --- -- 0 1( -------- 1 - - - -- -- - -� -- - i-; - - 1 roll- �� _j, �� -L a'k2' \ i O -\\ ' / ? -\. 11 12 . /- 1+�2 / 11 - \ / i 2 1 3- 2 _ u 1 - 99 as - 7!462 \ S / //��\ - £ 110 ' I p .IIl I O n 1 Iii-o" dHS: on' \ / -cal`- / \ �.\_ / o\. �NLT z 1a>� ' 1 - a AUrr 3BED UNIf 2 BED �; SNR 1 BED U UNR t BED \ UNIT 3 BBD30 / I ( BOOR SYSTEM ISE ' is] 6-3 z 6•D I=-6'-8" 5'-11 ' - - - - - - - _ STAHOSE VALV ND PIPE ISER Rotate location of hose valve and controls away from the window. Christina K,Otak 6.1 6.2 6.3 6.5 6.7 3RD FLOOR FIRE SPRINKLER PLAN 14,157 SO. FT. 1/8' 1' -' 0' IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT 3RD FLOOR & 4TH FLOOR CHECKED BY: B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND � FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER POSITION FINISH TEMP K NPT SIN MFG. MODEL ESC TCH. APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 272 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 10-2018 FOR PERMIT / INSTALL 40 PEND WHITE 175 4.90 1/2' GL4910 GLOBE GL 401 R E S T O P C O . PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION a 50 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT N6 2018-TF-006 IN ENGINEERING TECHNOLOGIES BUILDING 6 The zecor&of this organization altar tied _�,p a 0 i 2 3456 8 i6 15 PEND WHITE 155 5.60 1/2' GL5601 GLOBE GL RECESSED SPKR ON SHEET: 380 Robert L. Knight Jr. L.)� '-'`-`pcuy' D 1 SIDE BRASS 200 5.60 1/2' GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION fr eeti6ed in the technical�a1 �j ► 2 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 PROJECTADDRESS: SPKR ON JOB: 758 tater-Basad systema layout Technician Certification No. �cshoa(e)I=Miro 7890 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SCALE IN FEEL HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 6 = 758 TOTAL COUNT FLOOR 3 & 4 = 380 (P)360.71H604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 90 SW , OR HUNZIKER DRAWING NO: FP 3 OF 3