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Plans (56) FPS2018 -00151 ( 1/2 ) / / RECEIVED GENERAL NOTES UNDERGROUND PIPING NOTE' / / OFIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN / OCT 17 2018 ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS TY OF TIGARD AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / LDING DIVISION U2 FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION a 1'-0'± INSIDE OF BUILDING r / / / BY THE BUILDINGS FIRE ALARM SYSTEM. BY OTHERS THE FIELDS A PA RT M E N.1 S ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND SfTEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY / / / / / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 6 COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / / / 0 ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED TO B E FULLY SPRINKLED \ COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. s SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. / / / 8 ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A \ AS PER NFPA 13 2013 AND ALL / / _ _ / / o FABRICATION SHOP PER NFPA STANDARDS.SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per > > Q / _ NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. STATE AND LOCAL CODES AND ORDINANCES / / / / / / ®�\\ 0 UNDERGROUND AND ABOVEGROUND PIPING S. BE HYDRO- / / o \ Q STATICALLY TESTED AT 200 PSI FOR 2 HOURS. / / / 0 ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE e e e e e e e e o / / oo� / ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 S STANDARDS AND LOCAL REQUIREMENTS. 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 TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 1s 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. m e S� I I 1s PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 BBLDG / / /,O 8 " / / / �J I AND / OR ASTM A795. $ ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS: 1 S _ / / — — _ _ W / 't I p CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. BLDG 1 i o o t7 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED L p C L U B H O USS E o ® /� / p CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 47 838 S F G 2 S 3, 342 ' ' o o = o 0 0 0 0 0 // I 9 NOT MORE THAN 9' FROM ANY SINGLE WALL, IN LIGHT HAZARD ONLY. AS PER NFPA 13 8.6.3.2.4. 40,222 S F SF I I o e // p to SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR I1 p LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR I F 2 I kv I� II 9 STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. I 11 0 I S I g 0 1R13K 1REQUIRED IN NON-COMBUSTIBLE GES. NFPA 13 & ALL CONCEALED SPCENCL ED p WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. Op BLDG 4 8 _ = II B zo ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS .F — — _ 11 " e = `� I _ _ _ I 48, 990 S F B L p G 6 II PO P.S.L, BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT ---_—_ _ POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER _ _ __ __ _ _ II p THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE _ — — — �— o e Q 6 �� 56, 608 S F , p UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END _ _ _ _ SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN m e o o e o m o e o _ _ — _ + _— _ - - _ o 0 0 0 �r e o 0 0 0 o II Q 11 12" NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING KEY NOTES . �I PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED 1 — — _ _ = 0 0 0 oARM DIVEEXCEED 12". AS PER NF 9.2.3.5.2.1. - 92-0+ e _ �+ 0 4" C900 28-0± o 0 0 276-0+ _�1 ��000eo o = 8 m123456, 8 16 4" C900 44-0± � I ve0000ep00000 0 — sRD — _ — _ - 3 4" C900 17-0± 200_0± SCALE IN FEET Q o L— — 4�� C900 46-0± m e o VICINITY IAP ELOW TEST INFORMATION 1 \ 411 C900 106-0+ STATIC: 104 PSI w E SITE RESIDUAL: 100 PSI if A FLOW: 2500 GPM PROJECT . NTS 4 C900 46-0± CITY WATER - - - S LOCATION SCALE - 1" = 50'-0" 8.15.1.2 Concealed S aces Not Re uirin S rinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1-3 TYPICAL CORRIDOR ASSEMBLY FOR FLOORS 1 -3 ALARM BELL O R HORN/STROBE WYATT FIRTE PROTECTION 8.151.2.5 Concealed spaces formed b ll oattached directlylpto ti wthin 6 in.of wood joist "°'' 50 0 25 50 100 v yceilings >o DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection � FIRE DEPARTMENT CONNECTION UNDERGROUND: 8" CIRCULATING !aw[sHart! ORIFICE: 4^ TYPICAL FLOORS 1 THRU 3 11 8.151.2.6 Concealed spaces formed by ceilings attached to composde wood gist , construction either directly or onto metal channels not exceeding 1 in.in depth.provided the 9 6" FIRE HYDRANT ASSEMBLY PER TIGARD STD DWG 542 Jost channels are web copped Into volumes each notin.of exceeding ins ft3 using materials equivalent to the web constructan and at least 3 1/2 m.of batt insulation is installed at the T CORRIDOR -v bottom of the joist channels when the ceiling is attached uuldng metal channels,shall not require sprinkler protection. , TYPICAL FLOORS 1 THRU 3 a 8.15 1.2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler 1� protection. ,� NIT N x� 8,15.1.2.7,1 A maximum 2 in.air gap at the top of the space shall be permitted. aM• Vn� � , ® TYPICAL FLOOR 4 ® <t> Froffl KEYED NOTES 8.15.1.2.8 Concealed spaces within wood joist construction and composite wood joist p - . construction having noncombustible Insulation filling the space from the ceiling up to the ® SIN 111 0 1 4' 0900 UNDEWBROU ND SUPPLY bottom edge of the joist of the roof or floor deck,provided that In composite wood joist ® e U 4Pr ® construction the joist channels are firestopped Into volumes each not exceeding 160 ft3 Rd e 2 THRUST BLOCK PER NFPA 13 CHAPTER 10 to the full depth of the joist with material equivalent to the web construction,shall not require PLEASE PROVIDE ,",•m = I sprinkler protection. - s 0 n 3 4"FLANGED IETAMER GLAND COMPLETED NFPA 13 C N a 0 4 2'CLEAR SPACE AROUND PIPE 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 ft2 in area shall not MATERIAL AND TEST 07 5 4 X P'GRVD CONCENTRIC REDUCER require sprinkler protection. PCERTIFICATE AT 6 2"AMES 30008MI DOUBLE CHECK DETECTOR OFF W/ FINAL INSPECTION o FS BUTTERBALL VALVES AND TAMPER SWITCHES To ELECTRICALLY SUPERVISED NORMALLY OPEN RESIDENTIAL DESIGN CRITERIA FOR NFPA 13 SYSTEM l3FP FORWARD FLOW m 4� DESIGN BASIS FOR 4TH FLOOR UNIT HRU T 1-1/4' MAIN DRAIN = O TYCO W-1 RISER ALV USED O N THE V I I I FLOOR 11.3.1 Residential Sprinklers. SIZE DESIGN AREA DIVIDED BY THE NUMBER 6 GAPASLE OF PLOWING `� PRE5511� RELIEF ASSEMBLY 82 GPM ® PITOT OF 4F'SI BFP FLC61 SWITCH 11.3.1.1 The design area shall be the area that includes the four OF SPRINKLERS NKLERS IN THAT AREA: No,LESSMINAL,w,+ TO BE USED FOR MAIN DRAIN adjacent sprinklers that produce the greatest hydraulic demand. PENDENT SPRINKLER LISTING REQUIREMENTS: SPRINKLER f NOWIDTH WF6E ALL FP/VG BNSTM T m NAFFA4 Al4NFAN®Ai OiAf3DFE 4fT F 16.7 PSI 20 GPM r -I 1 ST-4TH FLOOR 1/4"PSI GAUGE NicallONOMFA4PHC1PEIYNSLLATED TOUWAN40'F 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for @ FIRESTOP START POINT OO RC USE THE FOLLOWING FOR CALCULATION: CORRIDORS 8 I-V4'MAIN DRAIN TO EXTERIOR buildings having unsprinklered combustible concealed spaces, 200 SQ FT PER SPRINKLER BY OTHERS O FF W'D N'A �� �'A�NCC KNOT NFA � �����Wt7F� as described in 8.15.1.2 and 8.15.6,the minimum design area of 8 3 9 HYDRAULIC PLACARD INFORMATION g 21/f FROM THE LONER HIM GRVD FLEXIBLE COUPLING AT TOP 4 BOTTOM OF RISER sprinkler operation for that portion of the building shall be eight ,,,� BRANCl� sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP sNNfr avETl AND NOT LESS THAN r WHERE 1 4-WAY SWAY BRACE o TOP OF RISER srPPORnac MAIN IrEs 0 BLOWN N INSULATION Bi OTHERS SIZE OF DESIGN AREA DIVIDED BY THE NUMBER sMM , 2"SCH 10 TO FDG PIPING BATF INSULATION BY OTHERS 1-1.2.3.1.4 Restrictions.When either the density/area method or OF SPRINKLERS IN THAT AREA: A.T.°a° �'SCREW AS PER usnNG NOTE: U.G. TO BE FLUSHED AND GRVp X CPUC ADAPTERroom design method is used,the following shall apply: SQ FT OF AREA: 452 / 4 = 113 SQ FT PER SPRINKLER N AT.NOD UP TO AMCLUDING 4° HYDROSTATICALLY TESTED AS PER tea'°""""' — — — — — — — — — UNHEATED AREA" SPRINKLER BRANCH LINE NFPA 13 AND LOCAL CODES PRIOR TO I-1/4"CPVC TO SYSTEM (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: .7 P PM a minimum area of sprinkler operation of 3 16 SI 20 G .:: 000 ft2: •`° •.{a°d :l°•✓}°:Pae{'h Y..°,°{°:es,tieedde..y°vd°.°•}d:.Poddf°•de,e ieO•4ee,d. {si::fd.s.4e.dJd°.{qad de°d!d°.{ MMD A 5 a: :e:;.,d{{.:•••a.:{.:.e{{• a•a : ..di..... .d.. . SPRINKLER C W/ SP HEAD ..a•... . ..d. . SPR ER HEAD CABINET RE •a ..r;}l?ee %'oee^e}ee e e�eF:=e{�o evo°e°e e, e'a}`a CONNECTION TO SPRINKLER SYSTEM {•.°•.•:• d.......... :.. °a•..•.•.•.....:.•..e,.e::•e d: :.:.,.. ;...r.°°°e•°,r°,..:.,.a°...•°,.:°,°°°,.t..°° sae >a e>a°�^ase>ee e:ea va°oe�?i==° °:a..:... °• d...d:{::..d:.• .......:.......,......, •..� ....°.......d......d::.a....:, d ......: ..a:a• USE THE FOLLOWING FOR CALCULATION: .,a,.a:•.,a •.;ao d.:::s:e d.s,. :•a{ Light or ordinary hazard occupancies where U OLL G CU xAI,aR IWIe 3 :4°: .:. ::BP:�a:'.':f: ,=::5: ::<:...•.:: (!) 9 rY P •:. •: .•,....>•. a:F °•::::: ::•:. .-... .e:,.evoe a°°<5:°°e:{eee>°e;e Dell°^:mete=�'�° .=Doe'e • ..... .... .aria.. ,ttt°ta°ta°ttta etre•=:te•ate>tt.sao• e.., }va>eee QaoFe'asa°a;=o°'e°,e<°ae�� ° w.:. °s °.°°..°..tte;:ttte ttt� HANGER Nxs ; ALL ELECTRICAL UbRMG BY OTI-�RS ess�-,o- w 200 SQ FT PER SPRINKLER } TENT INSULATE PIPING ON 4TH FLOOR w noncombustible or ceilings are attached SK>Ni5 AS REQUIRED to the bottom of composite wood joists either dire or on to RED p 1 s e directly L metal channels not exceeding 1 in. in depth, provided the arxvveareutw°srloo Mmagmxarxlruaam•aan RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIALSPRINKLERONCPVCPIPING Z 9 P . P lefts NM: o Fff elNc 1N PFE O2 'bar°��r;+�D}elle°et ;:ir°° °e� °ar;�• DESIGN BASIS FOR 4TH FLOOR CORRIDOR eerm :' w• P•7 H' elr.z r 1 M. 1 r-Y _ `�/ "a.r,xx" �xa�� "a.,,,� O adjacent joist channels are firestopped into volumes not SIZE OF DESIGN AREA DIVIDED BY THE NUMBER esram :Ie• w �' a a yr a' .• TENTING OVER SPRINKLER PIPE BY OTHERS 1— exceeding 160 ft3 using materials equivalent to 1/2 in. COT Bo a' w• P-�, ,� - � OF SPRINKLERS IN THAT AREA: SAMMY SCREW WOOD HANGER ASSEMBLY e, .•„z — - JOIST OR TRUSS PIPE HANGER 0 gypsum board and at least 3 1/2 in. of batt insulation is SQ FT OF AREA: 440 / 4 = 110 SQ FT PER SPRINKLER RISER DETAIL TAIL ��` ZO installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: N T S — "HEATED AREA” U is attached utilizing metal channels. 16.7 PSI @ 20 GPM 3/8" = 1' - 0" / GYPSUM BOARD CEILING USE THE FOLLOWING FOR CALCULATION: \ / RESIDENTIAL SPRNKLERONCPVC PIPING LRESIDENTIAL SPRINKLER ONCPVC PIPING n\I INSULATION 11.3.1.3 the minimum required discharge from each of the four 200 SQ FT PER SPRINKLER C u � E 7 ,4 1 L e '// 4 "m' W""" UW•"r" T E V T DETAIL followihydraung: most demanding sprinklers shall be the greater of the g' DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 & 2 TYP) (1) In accordance with minimum flow rates indicated in SIZE OF ESIGN AREA DIVIDED BY THE NUMBER PARALLEL TO JOIST 1 m _ CPWNI- ISMS -- individual listings APPLICABLE Q PIPE (PERPENDICULAR SIMILAR TO BELOW) WOOD BEAM O 1 °TM�°"' (2) Calculated based on delivering a minimum of 0.1 gpm/ft2 OF SPRINKLERS IN THATAREA: 0�snmeu DOUBLE FASTENER STRAP SIDE Naar �j�FAsma� wooD ra p — SQ FT OF AREA: 440 / 4 = 110 SQ FT PER SPRINKLtL: WOW TRUSS 1 2 O 2 SCH 10. / Ll®W eEALL PPapBfBULL®NAIEASAWYEANIV ATORAB0WArF over the design area in accordance with the provisions of PENDENT SPRINKLER LISTING REQUIREMENTS: xaoo o O V L 8.5.2.1 or 8.6.2.1.2 __ 16:7 PL@ 2l1 GPM NtXILYA)MEA4Ri�9i.YN9L.IT®TDY4NTANgF APPLICABLE USE THE FOLLOV. ;fG FOR CALCULATION: 0-7 4-6 RISER KEYED NOTES _ RESIDENTIALSPRINKLER ONCPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING - — � �---- "aIT,BED co Dm wx :ee" NOTE ASU.ATION WOW B NOT N FRE"JaM COI MC7M SCOPE OF WOW J 200 SO FT PER SPRINKLER BEAN,ETC BE BETWEEN�fi /10 HEX HEAD SCREW—Z.. ��TMk°� °xrar�l+ 1 2"SCH 10 FROM SYSTEM RISER Oe I0.0C.TaG raouxls) -..____— FIX Cl-ECK PPE PARALLEL TO JOIST ',�°I�".e,""""" - "` 2 rGRVDAYBRACEaTOP - eo�.oArEA �,�-,M,��WW=M7V DOUBLE FASENEt STRAP HEI HEAD FASTENER o 3 4-WAY SWAY BRACE • TOP Gf RISER S "u _ snLcn#E AMD RINON ETNEE FIRE MD c!LM 4 ELECTRIC ALARM BELL OR WOR46TWM "" PROVIDE EITHER 0 1 s IR" BALL DRIP ASSEMBLY - FLEXIBLE SPRINKLER wODD IRU55, NODD TRIIA, In AL1 „ RESIDENTIAL SPRINKLER ON CPVC PIPING PRESIDENTIAL SPRINKLER ON CPVC PIPING - BEAM,ETC. BEAMCWNG ,EIC. CPVC NO BLOCK HANGER DETAIL N 6 2-IR SINGLE FDC CONNECTION urxr,exx mwcm uxra axe HEAD OR 2-INCH BE _EN!JOISTS TS N T S �IWEfTI,� , • ALL ELECTRICAL WIRING BY OTHERS OVERSIZE RINGS ."ae sna erAx.t,G o� + SU46 AS REQUIRED ARPOCY�T IS01,®Y ... OR.tNTERP 10-01 IE"PE PERPENDICULAR TO JOISTxx cAsrAme �n SPr ALIEfFniflTOSTAYAsaOSETO7MW OCUBIE FASTENER STRAP HEX HEAD FASTENER © _ BWTOII pplD.g ASj90t�.E FEAT®MEA R Ax oY _ A BUDDING SECTIONID TENT INSULATION DETAIL G1 9l OFFICE COPY OF TIGARD WOOD TRUSS.BEAM,ETC C D C1101101112 SCALBAf18 10-11-2018 PE REVIEWECD OR CODE COMPLIANCE DOUBLE STRAP PIPE HANGER 9 OREGON O� roved: N Zo rP �N l TABLE M NTS ATABLE N vFPQY 0 O,NFP� OTC: [ ] HANGER IB RE�,QED BETUEEN B RIWLERS HANGER FDC DETAIL EXPIRATION DATE:12/31/18 PcrmIt{A FP<,anI R- nn ISL 3/8" = 1' - 0" Address N Ns-uDoO Suite#: Q JOISTS By, Date: Q.-Lf—1 Ss FINISHED CEILING LME �} 1-0 IMPORTANT NOTICE: ISSUES & REVISIONS <y DRAWING TITLE: DRAWN BY: B KNIGHT WOOD FRAME CONSTRICTION SITE PLAN, SECTIONS,.RISER & MISC. DETAILS B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION Jt'KINKLLK JL;MLUULL QC LLIiLNU u CHECKED BY: CPVC HANGER SPACING NOTES: AS PER BLAZEMASTER PIPING SPECIFICATIONS, RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. APPROVAL TIGARD FIRE MARSHAL FROM TEE FROM ELBOW SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 841 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED HANGER SPACING HEAD DROP READ DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 10-2018 FOR PERMIT / INSTALL I R E STEN PCO . ROJECT NAME: SCALE: AS NOTED 1feoPe 1DaP9 <t"OP°I >mPa OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, 80 PEND WHITE 175 4.90 1/2" CL4910 GLOBE GL 401 W �* ro 5V 4w IV oa ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER b 98 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED • THE FIELDS APARTMENTS PROJECT N0: 2018-TF-006 1vs• sw aro• ev Tr m THE ONLY REQUIREMENT WITH THIS TYPE OF NATIONAL INSTITUTE FOR CERTIFICATION 11127 m ra Tv 40• 11r IN ENGINEERING TECHNOLOGIES - BUILDING 6 CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT 8 m 1 2 3456"18 16 31 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED 27 WV 7'O° Ta' >ro io• The rmarde d this ordenlretlxa�"r that I,L r1 � ^Mfl SPKR ON SHEET: 2Vz 1117 m 7V 27 m OF THE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. L•)^KY "^"^'A D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION - THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR M �m y"yM�ares(e) {U PROJECT ADDRESS: SPKR ON JOB: 758 eUP or7V asUNCE elE-rw�,MnNc1a a JOIST ARE SPACED 2'-0" O.C. OR LESS. W.yr�y 8�p� T�Cation N", �cat�(s)IBM 7)m, ► s SIDE WHITE ,ss sso ,/2" GL5626 GLOBE cL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7890 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 5CAL-E IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 6 = 758 (P)360-718-8604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 3 6.1 6.2 6.4 6.6 A 6.8 .1 .1 �1 .1 SEE FP1 FOR FP, HANGER DETAILS RISER DETAILS 6'-6x° 15'-6° I FDC DETAILS 6.A Io- 6'-e" 5,-111"11 = - - - - - - - - - - - - - - - - - - _ _ 6 8° - BUILDING SECTION ! I ; UNIT BED L \ ' z !MTD ' UNIT BED -.UNIT BED UNIT 1 BED , UNIT 2 ED ' I I ! I ! 'o I i i I- / -T1NFT2 BED_ 2D, , / 6- 5 _ 2D - 6-2D9 H Y D R A U L o I I / - I I /- - I I S1 I I I-7 WVL DESIGN CRITERIA \/- ��-; e 3 . 1- 5! L - 1t- ( Q 1 1 _/ r: t a 1 O o e n: n- ( Q , / \ rx -/ a ( O r: - 1 I 1 , / -O 1 $ -\ _'Y 1-0 \ /- -I r- » -\ -Y / / - \ » /- -1 - Ho - -( -\ m T- ' I 0495 rt - 3-8 - +z a5 \15-0+: / 5 -ii 1-3+ - / / s 6-2 0 13-Yz - - -0- fi _ T _-� -( \ _w _ O O cc 0 LJ ---- / J 637 / / / _ Q ' I ( 1 / NZ4q_ N / N N I N , I f 1 / On, / 5 ' 'i 1 P� - 4-4 1 - I+ _-_- _ 5 �` ,ar, 3- !r• fl �3- 9+x 8-11+z { __. - +xlIlIllI 4-1+ ! '' / I� - 1 / ORA �\ - M (� U / f O`- -- .✓ - :�j - - - ;+l,t,. -J Etii.I 6 B' - - - - - - - - - - - _ - - - - -- - - - - - e� SEE 4TH FLOOR out SEE 4TH FLOOR FOR SPRINKLERS o rx o 75-01x 4-11i.x all+: ff �: *6' 11+z I� 15-0+: 3-11: +z - Oh 15-012 4-11+z 15-0+: • 3-11+: 15- z = a_10+: 15-01: 3-111: 1_7 0 15-O+x o 3-IO __ FOR SPRINKLERS -�� THIS AREA m m m m m m ao m m m CORRIDOR _d 3� THIS AREA (6.0 - - - - - - �e - - - _ _ - - - " - - - - - d+ U22 -__ \ - ''.i _ _ I - .........ill - \ I 7 r. 1 Mx_ \ -7 a 1 h 11§ Q N r - » O- - I 1 1 11 + �- - 067 s 3.Z. fi / x Q n N - _ _ - - 1 N 1 - - 2- - // \ - ' _ / - \ er- I 1- 15'-0M N T 94 6.9+1- n m / �L ( _- Cr- A - \ - - \. n -� - \ - \ - - 4- / o \ a1 z I : z 1 1-9+z / \ i1 1 ': 9 3-B+z 7-0+ 9h- / \ I h 9+z 11- 5-3k 2 9 o-7 3-6- - - - - \ / - -\ -\ /- - \ \ L 4 -F - - \ / L - \ / - s\. / s i2 / - - o-8 °O ! U 3 BE UNIT 28ED �' IiT 1 BED ! ! I ! 2 6�D / ! i �;UNFT-1 BE \ UNIT BED ! I i ! \ �. `UNIT 3'B °D E' "�I Loop Offset Change of Direction 1/4 L % - Long Run of Pipe `2/5 L L 6.1 ELEVATOR SPRINKLER 6.2 6.3 6.5 C 2ND FLOOR 6.9 6.1 .1 •1 6"Min 6"Min « ,1 L HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING 1/5 L 1/4 L KEY: ELEVATOR PIT PER NEPA 13 8.15.5.1 NOTE : GLOBE TIDE NE+l-PLAN SYMBOL = FIRE SPRINKLER PLAN EXPANSION LOOP AND OFFSET CONFIGURATION 0Hanger or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY $XiENDED COVERAGE SPRINKLERS CALLED FOR 14,157 SQ. FT. 1/8' = 1' - 0' M; a ,+ U Not to Scale (Restraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT 20' x 20'- 400 SQ FT. �xax.*µos�LLc� M. ne�o.dox:m> Expansion PER NFPA 13 8.15.5.5 MAX SPACING: 20' W/ 10' MAX OFF OBS. MINIMUM SPACING: BETWEEN HEADS IS V 6.1 6.2 6.4 6.6 A 6.8 FP1 I ( I 6'-8" 15'-6' -6'-8° 5'-11 • II I it - 6'-8" 6.A '- - - - - - - - - - - - - - - - - I - W UNIT 1 BED UNIT 2 BED I UNIT 3 BED ,IF UNIT ED NIT BED -UNIT/3-8m - - UNIT 2 --D- 03 6- - -/�/� 10 °o 1-7 / 7 _ . .r _11� T LL 3 1_ ! L- a ,1- 1 1 / \ r: _ / 1 3 ( O -o r:lit - 11 I Q 1 5 / \- r, _ 3 ( O 7': - ( Q 1 s / a�- - �- 6-0:/ \ ( O a 5-6 - \ a OAF 13:31 1-0 - - - -_ _ I I \I /� ,1 ---- of 7_Lnl» �I w / - x,( - - ( Q ' n ���.yy�O '- o ar. N \ �J -1 ' �'l ^,r-- ; \ i I -� r\�- V m / 0- Z 1 ,77L_ ^ , LU 9+z / j NJ ! + 4-8+ F T4 - B- bi � Ey N ": <rr _ .� o -t -- "z A�' ice' - f h 6•B F ne?+ 1z - SEE 4TH FLOOR oauh . SEE 4TH FOR SPRINKLERS o rx o t5-0'x 4-11 z '°-Tse' all+: +z 15-0+1 ° 11+: I� 15-0+: ° 3-11 , +x N 101, 15-01: • 4-11+z 15-0'x 3711+z 15- +z ° O+z 15-0+z 3-11+: 1-1 0 15-O+z o 3-10 FOR SPRINKLERS THIS AArA OR _ • i^) .-. : . �� .'- �' __i� CJ / ! JI -U12 _ .-�--_ :i31✓i >_ -- r i `,jam- - �T_. /'\� `-' - - - � + f ! I 1V14 ,- V � _ - _ / � X2-1 » a x 5 ...... - / - I z / 'P4 � I -1 1 O 3-0 m I 4k- - 3-1 I Hill 10 44 2_0 t / -P- a" 9- x 2- 7-\ 8=4 - N \ \ I i f N -- '�' 1- ' \\ / I V o, m -- » ,'.. Goes Ie - -�_ (- 0-11 . - - - -'�-_ I -�-- 1-0-_a - ' f + - �� -0. Q - - - - - \ - --- /( 1 - - / �5-.Ar: :_ �zz-i i /�4-M+r _ -15-D': a3-8_ - -- - - \- - 1 - hz- - / \ I - - � L - - z- :- / \ q I - - I z4 _ 5=4 1 / / \ 7_7 o- I - / �- / \ ( Q - / \ - - _� --C)7 1_ I / \ s" o / \/ \ Ul 1 �� ^b o 1 1- ( 1- -/ - \ \- // / - �- Q 1 -/ \ \ _ // / N \ - 7-7 _I Q . 1 -/ - \ \_ // ( O ° - / \ m i �/ 1 1-9+2 5- las+x 1 x '- R n Fa 1•$` - - n n - - n - O / \ i J` / N - ( O 1 N i/ � - ( 3.B 1 i - + 1 mss, \ / wl` i ( I ! 2\BE� /- ��� o. W { --Q 6-102 / N - 8 Q-3 n » I \ UNR�Y BED N I7�.BED_ I j I �A�1 I I TY A \ UNIT 2 BED ! \ .. TYPE!A °p E1 6 ' I I I I I 108 , J 6-112 I i \ �/ \ 6114 11j 1 ' I i I I I ! ' -- --- - I 1 I ' i 0 t=-6'-8• 5'-11x• - - - - - - / RC FDC CHECK VALVE -T SINGLE FDCJ BFP ALARM ELL ORHORWSTROBE FS 6'-82" 15'-6 1 f til 6.1 6.2 6.3 6.5 6.7 6.9 6.1 .1 .1 77506 PE 1ST FLOOR OREGON FIRE SPRINKLER PLAN 9" CRY L O,�F, 14,137 SO. FT. 1/8' = 1' - O' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS N DRAWING TITLE: DRAWN BY: BKNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND 1ST FLOOR & 2ND FLOOR CHECKED BY: 8GREEN 0 SYM CNT POSITION FINISH MP K NPT SIN MFG. MOD L ESCUTCH. FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER �J APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER * 269 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 ESTOP C O . PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION - IN 48 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-TF-006 IN ENGINEERING TECHNOLOGIES BUILDING 6 ,�reeozde of tbie=eenintim emr tM 8 m 1 2 3456"18 i6 16 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED SPKR ON SHEET: 378 Robert L. Knight Jr. $45 I> 1 SIDE BRASS 200 5.60 1/2- GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION is certified in tee tecbM-1 azaata) PROJECT ADDRESS: SPKR ON JOB: 758 Inter-6aaed firtema La� Technician Cer1Avati=Ne. Cwlilimu*,)9and Thnx ► 4 SIDE WHITE 155 5.60 1/2• GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7890 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALE IN FEET IIHEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 6 = 758 TOTAL COUNT FLOOR 1 & 2 = 378 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)88&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 FPt HANGER DETAILS RISER DETAILS 15'-6• I FDC DETAILS 6'-6" 5' „ • - - - - - DAName: 1 7 - - - r - - --r - � - - 6'-8" BUILDING SECTION 6.A - - DA Area: 452 - /1 - ,. U,!rr B o 1 SHR I NR16Ep SNI 2BED I. STAIR2 , ! / - \; TENT INSULATION NI�!Z�j I }1NIT BED, '03 6 ,. - 6.409o� o i/ ! �i 40o 4,3 Q ' ' HYDRAUL/ / 1i I I / I !I / I O I / - I 'I I � 11 \ P ; ! I b 1 9329 3 m \ � mafi� � F, 4Ei ; ; I; n ! e » 1 I �., ! i 1 M -1 11 I I I d! h / ! ! I \ I Q i / I 1 1 1 8 1 ! 1 /I I \i I I \ I '0 �1 h \I DESIGN CRITERIA \ J 5 a I 11 I I O 1 ,, /, \ r: - 3 I -o _ q r: 11 O , s / ! rt • i ! I JI I ' 0- ! , ! I / ! I V 1 ! i O r IN Calculation results for Design Area 1 - 4TH FLOOR UNIT ' This system as shown on FIRESTOP COMPANY company prim no FP3 dated 10/6/18 11F �I j for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD OLS i i 15-0>✓ y ! 5;, -11 - 7-Y - / / S 8- 1-0 q 1�Yz 1 1 i i i-3' Y S > / 1-) 3 1 m 1 p 71 _ J - - comract no 2018-TF-006 is designed to discharge at a rate of 0.1 g{m/fC(Umin/rt9)of fbor area over It I I II _ - ^` ry-`"('-- -. -- 'I S - { / o 1 - - ;, 'l - a maximum area of 452 fP when su ed whh water a[a rete of e6 o9m at 90.2 si az the base of the dser. • i Hose stream allowance of s included in the above. ,o 'b 1 !i Ooupancy classification: DWELLING Number of heads flowing:4 \ ) ;il /! Q I I / / �: I/ I \, O 1' i-1 i I ( • l (! ;, 1 , r r --_ ! �I Commodity classification: System Type: Wet Maximum storage height: Maximum velocity: 18.08 ft/s �: -_ •i i I _J : t j :9 - \ i O '*, - / _ " 5 , - Storage arrangement: I I I - ' ! I ' I Flow from In-Rack sprinklers: 0 gpm pressure Required et Source: 90.2 psi /i / Flow from Overhead sp inklers: 86 gpm Pressure Available at Source: IN psi • B 'i - 4 j 1 11 S 1 110- z !" 3- t t 1 1 t 1§ I ' I t 4- o !, ( I �- I {f- � ! ,- f\ , I 'I j 5 x I I, i • Flow ham Inside Hoses: 0 gpm Surplus Pressure at Source: 13.7 psi - td �ali i "II I TO A \ :« II I r I(mo^. \ e121 i FY '�` 'J '...�.;i k iL7 um 02 ! __ Flow hom Outside Hoses: Ogpm " I / 10 I-- l I ' '.LJ -I' i ��!t I `--"� I ! T� � � C� 0 -}� -j- ,t. '�tiV) -) I tom, it _ li , f i Other fixed flows: 0ppm 1,6•B - - ' j •�' 0,91 Additional flow af/beyond source: 100 ppm .i ' 0169 0 79 0175 ; ^ Total Now in system piling: 86 gpm I 1 ( I I ^ Total of all flows: 188 gpm - , t IV: 1 2 J-1 t: T2 41! ; ! OIt '.1Pt 15-01: 3-11§ 15-11 3-11 s J-1�h O i5-O'z O 4-11 z 4 b I I I RI r: x , : 6.C � - - - - - - - - - t I( I. J s 2 /' I - \ 6 a3 I• 1 �1r`; 1 - z, ; I }� ; ill _ 1 \ Calculation results for Design Area 2 - 4TH FLR CORRIDOR 1 This system as shown on FIRESTOP COMPANY company prim no FP3 dated 10/6/18 7 ip I 4x- - 3- i i 11h 1 F z i 9- x O 2- -� - 19-4 '14-1 k S• j 8- 5-6 x 3 z / -P- x 1 -' 2- » 7+41 i, 3 1 I for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD Q r! i _1tt r N I /- ,-5 onbac no 2018 TF-006 s desi ned to dischar a at a ate of 0.1 HM UmiN of lbor a ea over g 9 9115^ .. Li \ , , • ! , _ ..'.��,� a maximum area of 440 Oa when suppled with water at a rate of 81.7 mm at 95 cosi at the base of the riser. • _ / ___ _ Hose sVeam albwance of is included in the above. -I r-1-f�l o-3 I ) I 1 1 I I:I 14 ; , ! E i ! ! P ; ! tl li , \ ; ! \ `- / I \ / i I « \ O t_5 i k I-- < Occupancy classification: LIGHT HAZARD Number of heads towing:4 _ C0112> �_ Commodity classification: System Type: Wet -- _ _ J ! !-- - _ _ __ N 1 1 ! - - - ! f- _ ____ _ , i ! I _ __ __ 1` I Maximum storage height: Maximum velocity: 17.18 ft/s r , 2_ I ! I /- � ; I � I ��� ; � ! { 1 �\ � ( 1-8! -- ✓ I - I ! � / ! �\ § I ; - Flow from Io-Rade sprinklers: o gpm pressure Required at Source: 95 psi I - 2 1 i - / \ I 1 IFlow from Overhead sprinklers: 81.7 gpm Pressure Available at Source: 104 psi • \ / \ / \ S \. - \ i IO I \ O Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.9 psi 1 I\ ! / !! '-l'\ I \ I ( 1 I '`/ �I ! Flow from Outside Hoses: 0 gpm `" \ I Other fixed flows: 0 opm I Total Now in system piping: 81.7 gpm \ / o Additbnal flow at/beyond source: 100 opm / 1 h \ / t 1 \ , 1- x / \ .\ / 1 h \ I J 1 9 - I : x •1-0 1 �-Olt / I 91t / \\ 11 / { / . 9k i it- /5-312 5�7, / 1 5 1L Total of all flows: 181.7 gpm I I / -\ 9 0 1 rl \ I i�' ; /I 1�� O //- \ / I \I I I N I I N I I i ' N I�• I I I a I, I I SIL I I "I N iJ :O I 1 I I I N I I ( I ( / P� I I I ( , i N I (/ I \\ / -of \ O Off' ace I Y U 3 ED O - \ s-4o / ° AL�1ALO u �1B�D / - LI 6.D - t^-6'-8' - - - - - I 6'-6" iILI ! ! 6'-82" 15'-6"�! I Loop Offset Change of Direction 1/4 L Long Run of Pipe + X2/5 L L 6.1 Ev 6.2 6.3 6.5 6.7 6.9 6.1 .1 •1 6-Min 6"Min - 'I L ELEVATOR SPRINKLER AV 4TH FLOOR -= 1/5L 1/4L HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRfNKLER SPACING FIRE SPRINKLER PLAN KEY: ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE PLAN SYMBOL =� ' EXPANSION LOOP AND OFFSET CONFIGURATION RHangar or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXIIRM COVERAW SPRIi�CLM CALCED FOR 14155/ SO. FT. 1/8, = 1' - 0' wows xna eEr c®.xewo orrs,xpw�� Not to Scale IRestraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT 1°rn�uesw®o���xu��u"awpsns'°nx"I��'�w��up> +Expansion PER NFPA 13 8.15.5.5 20' X20'- 400 SQ fT. MAX SPACING: 20' V 10' MAX CIT OBS. ' MINIMUM SPACING:BETUMN 1$ADS IS S' 6.1 6.2 6.4 6.6 A 6.8 FP1 I I I ! 6,_�° 15,x. I R UNIT DA Name: 3 6'-6" This system Calculation rasushown onits for sFIRESTOP COMPANY 3RD FLOG company prim no FP3 dated 10/6/18 6• /1 - - - - _ - - - - _ - - - - - - - - - - - - - - _ - - _ _ - ( I _ - DA Area:452 _ _ _ - - - - - - - - - - - - - - for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD i , i - comracf no 2018-TF-006 is designed to discharge at a rate of 0.1 gpm/fta(Umar/ma)W fbor area over UNIT 3 BE \ ' I ' i z UNIT 2 B D UNIT BED 9 ED BED-- -'� O I I S BE�/ \ a maximum area of 452 f when supplietl wfth water at a rate of 83.3 pom at 81 cosi az the base of the dser. i \ 6-3011 1 ? ! I i i • • / 6.303 ! - I / 30_-_. re Indudatl In the above 5 tb ./ Hose st am allowance of is' 313 /1 1 . Occupancy classification. DWELLING Number of head wing:4 �_ .\ \ �, ` L.L- Commodity classification: System Type. Wet I 1 / 1 1 1 I S•1 \ z / I Maximum store height: Maximum velocity: M �1 / m m O Z «1 - ! m /_-- _- - ! 1 - - - - 3 �_ IZ \\ -� - °p Storage arrangement ty I y �I 17.51 tits / n V - 1 / :, ,fix n - - O 6 b �J \ / _- ,J, ,1, / / .J, / / 1�` ,J, - ,1, ,J, J Fbw from In-Rack sprinklers: 0 9Pm Pressure Required at Source: 81 psi "` \ -- - - -- / •� - J - - - - - Flow from Overhead spnnklers. 83.3 gpm Pressure Available at Source: 104 psi 92 1 5-6 3 - 5 -- -9 11- I 1 1 / \ 212 -� t J I O -0 _. _ 71 11- I 1 5 / \ �- T2 1 3 ; O P 1 - I \1 1 5 / t - - 9-d:/ g_g1: t x I 5- 5� I 10 �_. Fbw Vom Inside Hoses: 0 gpm Surplus Pressure at Source: 23 psi 1 -. . 1- - _ -. _ Q o Q Q 1 f / Flow from Outside Hoses: 0 gpm -~ ` Total flow in system piping: 83.3 gpm /-\ //- O ~ -r- -\ . r- \ i -/- -I O- = -\ r / /- -I - O - -1 1- �`f /- I �_ 1 Other fixed flows: 00m ' �� �d \ / I \ \ �1 / -\ _ - mx \ / \\ / IL ��� .\_�./- Total ofall flows: 189.3 gpm � e m 1 539 \ � � Additional flow at/beyond source: 100 mm --- IL --1 -- _ I -(- e- I-O _ _ _ 1 1 -1 \, -T Calculation results for Design Area 4 - 3RD FLR CORRIDOR i. _ -_ ^1 _- __ n m -/. y O 0 « � « , 5 1 - This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/6/18 i O \ / I / �� /� Trl\ki. x q \ 1 / for THE FIELDS BUILDING 6 at 7890 SW HUNZIKER RD 1 Ar, ii',L "' ^I �' I 1 3 1 '�- of ( lcontract no 2018-TF-006 is designed to dischargeat a rate of 0.1 /1t' Umat/mt of floor area over 11 5 -10-Pt 1! 3-2' T 91t 1 4--BI 6- t' • a maximum area of 440 IF when supplied with watery t a rate of 83.2 ppm mat 79.9 oai at the base of the riser. - I - .�\ !- 9 _- Hose stream allowance of is included in the above. ' -__ --- LTORLAM ( 1 y, __ _ - __ __ - - x G Occupancy classification: LIGHT HAZARD Number of heads flowing:4 I �i , 1 1-r -` 1 11 0 i ( I `� �•,ti . . lJ iNi t, ' 1. '7�F'1de C3 :y,� m: l '{ ',�/ t Ii I P Y 9 _ _ - - - tl - _ _ _ - _ _ _ _ _ 7 Commodity classd,cation: System Type: at 0393 F4 0379 11 Maximum storage height: Maximum velocity: 17.49 We SEE 4TH FLOOR 0398 a 0395 Ba m at1 SEE 4TH FLOOR ' Storage arrangement: FOR SPRINKLERS 212 o 15-W2 4-11: t °- , - 15-011 4 11§ �� 15-01: ° 3-11 2 12 012 ° cit ° 111, 1"2 3-1112 ,5- 0- 1'J-Orx ° 3-11§ 1_1 0 15-01: O 3-10 FOR SPRINKLERS Flow from In-Pack sprinklers: O gpm Pressure Required at Source: 79.9 psi \ 0-11 x : x Flow from Overhead sprinklers: 83.2 gpm Pressure Available at Source: 104 psi THIS AREA m m m m m THISAREA ' Ct e' '-d �� -b .. �o -d -- ' - 491 C RIDO -g � 4a � ® -d •-g N o gpm :arab:Pressure at Source: 24.1 psi (6•!�, _ _ _ _ _ __ - _ _ - - - - _ - - - - Flow from Outside Hoses: 0 gpm �' -� Other fixed flows: O com �✓ �,� -. _ - r i _ _:._ _ / � 67 i-} -- f .1 '��' 6-U33 Total flow in system piping: 83.2 gpm 1311 Additional flow aVbeyond source: 100 qpm \ _ 11 t 10 ° I I 2_p : / 9- x 2- 7-t 19-4 / �2-1 8- tx a 9- ',Fig I; 9_3 = / -p. Total of all flows: 183.2 gpm E - _ _ . _ - _ i O 4: \ 3-1 „ 9- 2 1 I / - 2 11- 1� 1, m J 1 -\ - I. . � 1 (- �l '1 I 1 •! -- - i-� . 1 _ I / - ---- - 1 � f i _ / - � ---- I 1 I ''� � ' ;!L 1 _ _ \ / o, 305 �' •__ ____ - m O 11 - ___ ______ i _ - _ _ 1959 -d ------ / 1 /- - N 1 1 ,-02_ / t_ 1 F74 -711 \ ' -- / - int. -/ \- 4�22- \ t / / o __ - ! \ 2 \ 11 k 9 3-6tt q 7-Pt : / \ 1 1 '2 Pt 11- /S-3tt 5\2 9 - - \ - \01 / _\. t 1 -\ - /- 1T: / \ _ \ / - / - / - .\ - \ / - - � - / 1 \ N N I I ' I O O ! - 1I 1 1-z 1h \ - �T _ �- �\_ / - - I \. �Ir z gsEiz_. i 'u�i rr 3 Bio 1 1 /tiltpBE~DI O / I ( I I ° I� \ UN6-30IT 2 BED I _ �N \ UN I - , I \-_6312 -_ ._......... • UNIT 1 BED i 6-3DS- z 6-310 _ - - _ _ - - - 6.D - 7 j7:1 - - -�- - - - I 6�OB �'V-q' 6'-8" ! ►rte ! 15'-6" F G T� r� 77506 PE 6.1 018 6.2 6.3 ( 6.7 6.9 6.1 .1 .1 1%EOGONa 3RD FLOOR FIRE SPRINKLER PLAN 14,157 SO. FT. 1/8' m 1' - 0' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: BKNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND 3RD FLOOR & 4TH FLOOR CHECKED BY: BGREEN SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER APPROVAL. TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER0 * 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 PROJECT NAME: scALE: AS NOTED 40 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401ESTOP CO NATIONAL INSTITUTE FOR CERTIFICATION IN 50 SIDE DRY WHITE 200 5.60 1• GL5641 GLOBE GL RECESSED • THE FIELDS APARTMENTS PROJECT NO: 2018-TF-006 IN ENGINEERING TECHNOLOGIES 8 m 1 23451 8 16 0 15 PEND WHITE 155 5.60 1/2• GL5601 GLOBE GL RECESSED BUILDING 6 he remora of this orti alstba chow tW SPKR ON SHEET: 380 Robert L. Knight Jr. D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION is earthed to the tool.me(s) V PROJECT ADDRESS: SPKR ON JOB: 758 i,1er 4deaa layout Tecl lm Certification No. C�Beadon(s)Vend}ha ► 2 SIDE WHITE ,55 5.60 ,/2• eLs626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, '198663 7890 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 eSALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 6 = 758 TOTAL COUNT FLOOR 3 g 4 = 3SO (P)360.718-8604 LICENSE OREGONl183279 - WA/FIRESCL9220H (F)88&362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 3