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Plans (53) FPS2018 -00149 ( 1/2 ) / / RECF;vEp GENERAL NOTES: UNDERGROUND PIPING NOTE' / TFIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN / OCT 17 P018 ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS / AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / / BUI I'IGAr DIVISION O BUILDINGS F FIRE BRE ALARMOBE MONITORED BY OTHERS SUPERVISED FIRESTOP POINT OF CONNECTION a 1 -0+ W± INSIDE OF BUILDING / / / ON 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. TALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 4 ®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. / s ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A AS PER NFPA 13 2013 AND ALL / _ / o FABRICATION SHOP PER NFPA STANDARDS. / � T SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per 7 NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. STATE AND LOCAL CODES AND ORDINANCES / / / / Qfi UNDERGROUND AND ABOVEGROUND PIPING BE HYDRO- / / / / / o� ti, Q STATICALLY TESTED AT 200 PSI FOR 2 HOURS. (e ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE e e a e e e 71@ o / / oo� / ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 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 o SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. / / ®® S + ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY j ®� I VARY DUE TO CONSTRUCTION CONDITIONS. o I 15 ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR ®Oj I p FLOOR AND ELEVATIONS SHOWN AS ['0-0] ARE FROM BOTTOM OF G' TOP OF STRUCTURE DOWN. O PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 BLDG / / / O ,r / / / �� I AND / OR ASTM A795. �/�� A ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS: S BLDG 1 _ C L \� / V V ® l�C� I 1 CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. Ug� / --� _/ / o®0 1 i 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED / ✓ / CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 47,838 S F I g L D G 2 S O�� / I ' ( _ 0 0 0&LLL ® Y ��' // I NOT MORE THAN 9' FROM ANY SINGLE WALL IN UGHT HAZARD ONLY. 40'��n 3, 342 S F\ J // AS PER NFPA 13 8.6.3.2.4. L �F y I _ — II 0 16 SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR I " 0 LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR 2 I �� II B STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. F I I 9 1s SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. _� 9 ES ENCLOSED WHOLLY ORNFPA 13 IPARTLY BY EXPOSED COMBUSTIBLECCONSTRUCTION I SHALL BE PROTECTED BY SPRINKLERS. o o m — _ Q BLDG 4 S = II zo ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS I — — — ♦ _ _ o m = o I I it Da6e48 990 S F g L D 100 P.S.I. BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT I X =— + --___ __ __ I �V G 6 =1 II � e _ __ _ II THATPOSITION BELOW A CEILING SHALL E SUPPORTED BY . HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE 56 1 B UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END , 608 SF p SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN 12' NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH ONES SUPPORTING KEY NOTES : oo � oo� oepo + _—__ _ m� omo oe0poo o II O UNSUPPORTED m — -- — _ .. ._ _ PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPP 1 m — 1► 12". AS PER NF .5.2. . `� — a o 4" C900 28-0± I m - 27 —-- _ _ — _ _ � � 000 � o o _ a 0123456-1 a Iro �J, 6 p 4" C900 44-0± i � �00000aoo � ® e ®m ® 20SCALE IN FEET 0 += = = , 3 4" C900 17-0± e o em oe o0 0 — 0 0 — � 4 4" C900 46-0± o o ® o o I — FLOW TEST INFORMATION w N STATIC: 104 PSI E VICINITY MAP 4�� C900 106-0± SITE PLAN RESIDUAL: 100 PSI PROJECT W 4" C900 46-0± SCALE - 1" = 50'-0" FLOW: CITY WATERGPM 8.15.1.2Concealed Spaces NotRequiringSprinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1-3 TYPICAL-CORRIDOR ASSEMBLY FOR FLOORS I -3 S LOCATIONS NTS ALARM BELL O R HORN/STROBE 50 0 25 50 100 WYATT FIRE PROTECTION all 8.15.1.2.5 Concealed spaces formed by ceilings attached directly to or within 6 in.of woad joist ? DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. S FIRE DEPARTMENT CONNECTION UNDERGROUND: 8' CIRCULATING TYPICAL FLOORS 1 THRU 3 ORIFICE: 4' 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood joist 6" FIRE HYDRANT ASSEMBLY PER TIGARD G A R D STD DWG 5 4 2 Ganeither directly or onto metal channels not exceeding 1 in in depth,provided the — 9 joistist channels Uls are tirestopped into volumes each not exceeding 160 using materials I f equivalent to the web construction and at least 3 1/2 in.of batt insulation is installed at the C wpm bottom of the joist channels when the ceiling is attached utilizing 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 protection.�40 UNIT 3 , TDR 8.15.1.2.7.1 A maximum 21n.air gap at the top of the space shall be permitted. e+ti...,� - ® ® TYPICAL FLOOR 4 4=:i ® ® RISER KEYED NOTES 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 SW H(( 0 1 4" 0900 UNDER3ROJND SUPPLY bottom edge of the joist of the roof or floor deck,provided that in composite wood joist N1t�4.Qf .. a� <8> � construction the joist channels are firestopped into volumes each not exceeding 160 U 'dry cp 2 THRUST BLOCK PER DFPA B CHAPTER 10 to the full depth of the joist with material equivalent to the web construction,shall not require m Q = Isprinkler protection. ® n 3 4"FLANGED RETAINER GLAND ` a O to 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 5 4 X 2"GRVD CONCENTRIC REDUCER require sprinkler protection. e 7 6 2" AME$3000BMI DOUBLE CHECK DETECTOR BFP W/ -� t BUTTERBALL VALVES AND TAMPER SWITCHES FS ELECTRICALLY SUPERVISED NORMALLY OPEN RESIDENTIAL DESIGN CRITERIA FOR NFPA 13 SYSTEM RFP FORWARD FLOW DESIGN BASIS FOR 4TH FLOOR UNIT THRU 1-1/4" MAIN DRAIN s m O7 TYCO RM-1 RISER W/ CAPABLE OF FLOWING 6PRESSURE RELIEF ASSEMBLY 11.3.1 Residential Sprinklers. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 83 GPM ® PITON OF 4 PSI BFP FLOW SWITCH 11.3.1.1 The design area shall be the area that includes the four OF SPRINKLERS IN THAT AREA: NOT DSS THAN TO BE USED FOR MAIN DRAIN adjacent sprinklers that produce the greatest hydraulic demand. p ND NT SPRINKLER LISTING REQUIREM NTSPER SPRINKLER r xalxxa WITH 1 ST-4TH FLOOR „ 16.7 PSI 20 GPM h 5V4 PSI GAUGE 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for @ CORRIDORS tFLIYRESTOP START POINT MR1 buildin s havin uns rinklered combustible concealed s aces, USE THE FOLLOWING FOR CALCULATION: 8 1-V4 MAN DRAIN TO EXTERIOR 9 9 P PBOTHERS x'D "'A as described in 8.15.1.2 and 8.15.6,the minimum design area of 200 SOFT PER SPRINKLER 3 9 HYDRAULIC PLACARD INFORMATION g 21/1 FROM THE LOWER EDGE O GRVD FLEXIBLE COUPLNG AT TOP 4 BOTTOM OF RISER sprinkler operation for that portion of the building shall be eight l01EAE SUPPORTING BRANCUES F sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP sMMT S RUIN AND NOT LESS THAN r WHERE 1 4-WAY SWAY BRACE s TOP OF RISER SPPORiDG MAIN LINES ® „ SIZE DESIGN AREA DIVIDED BY THE NUMBER 2 SGH ID TO FDC PIPING, 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: NOTE: U.G. TO BE FLUSHED AND GRVD X CPUC ADAPTER 9 9 apply: SQ FT OF AREA: 410 / 4 = 102.5 SQ FT PER SPRINKLER A.T.� sAMMy sxEw As PER USIxRG r DN VxssFEr room design method is used,the following shall a I AT.RD LP TO AND NCUDNG 4' HYDROSTATICALLY TESTED AS PER `P - - (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: NFPA 13 AND LOCAL CODES PRIOR TO 1-114'CPVC 10 SYSTEM eI;I:I'•2iI;:',.° ,: a minimum area of sprinkler operation of 3000 ft2: 16.7 PSI 20 GPM.:: ::.:<:}:...:.}:•:•:.•:<:3::: aAe!::V::::ra>•t:E:a:Etaisi:t:,:'.aE:'.:?si;3? iEsi6?E;?d:S:�iE?f?3 :::3;: ?:;::.;....•:........ p p SPRINKLER WAD W/MN 12 �pAp� /,{�S •... O::KSI;:}.{:rr•.•..p ..Kss...s .... .....a.}.•..S..vv..•......................s.....s,.r.ass.•.::...:::::...:•:.'.•:::}::•:••::::✓.•... }t VI IV�nLLI�1KHV CARNET SPARE HEADS .;Ie°.eBdli e•-'aI}:.s .a.y. ...e:.;sPh};.CS•:..Ge:..f.;..a.}::..hNd.:.q°P....;.e...;...v}.:...{.....::......:...ode..;.;..°..a.}°.J.....e.}e....Pv.J:...:8.y...d...f.:s...:•.n::.• .• xAxaR sRc CONNECTION TO SPRINKLER SYSTEM O ;;;:.,•;-;�::.;.. ;;M;; , , } .. .,...°.... s......}... H (1) Light or ordinary hazard occupancies where USE THE FOLLOWING FOR CALCULATION: xAIRaRMNc • ALL ELECTRICALWIRNGBYOTHERS •Ew,wmKArE - �`::'':•• `�:"•• ..'••..o •::••:::za::.•:rs:}<•:s:•: ••r.;:::;::a:::..�: -} W UJ noncombustible or limited-combustible ceilings are attached 200 SQ FT PER SPRINKLER + 645 AS REOUIRIED TENT INSULATE PIPING ON 4TH FLOOR to the bottom of composite wood joists either directly or on to MRV YouriL MEANT 3V I= D%D MORWRTAL MW aM'R'.G �:., = RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING metal channels not exceeding 1 in. in depth, provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR "'.r w? rff i H, >sEm r W r r O O adjacent joist channels are firestopped into volumes not 31reTa :yr W 4• moa 1w• Wr O 'sm � w.Ta� F- exceeding 160 ft3 using materials equivalent to 1/2 in. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER GaT o0 a• v4• r-4- • I Q gypsum board and at least 3 1/2 in. of batt insulation is OF SPRINKLERS IN THAT AREA: RISER DETAIL TAIL - o SQ D N AREA: 430 14 = 1QUI SOFT PER SPRINKLER SAMMY SCREW WOOD HANGER ASSEMBLY s,�+a Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: :, "ur N r s - C.D is attached utilizing metal channels. 16.7 PSI @ 20 GPM 3/8" = 1• - 0" / USE THE FOLLOWING FOR CALCULATION: '' I h /� f 4 RESIDENTIAL SPRINKLER ON CPVC PIPING L 11.3.1.3 the minimum required discharge from each of the four 200 SO FT PER SPRINKLER C C 1 I �1 7 ,4 RESIDENTIAL SPRINKLER ON CPUC PIPING j//4 "" •`° CaPPoOOP D" eBm hydraulically most demanding sprinklers shall be the greater of the following: e (1) In accordance with minimum flow rates indicated in DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 &2 TYP) PARALLEL TO JOIST O �� m _ individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER PPE (PERPENDICULAR SWEAR TO BEN) WOOD BEAM 3 1 ° OF SPRINKLERS IN THAT AREA: s,EVE:�ro"ArE _ (2) Calculated based on delivering a minimum of 0.1 gpm/tt2 SQ FT OF AREA: 430 1 4 = 107.5 SQ FT PER SPRINKLER DOUBLE FASTENER STRAP SDE MOUNT HEX HEAD FASTENER WOOD Ta p "-'' over the design area in accordance with the provisions of APPLICABLE PENDENT SPRINKLER LISTING REQUIREMENTS: WOOD TRUSS O 2 � 2 SCH 10 WOOD TRUSS, o 8.5.2.1 or 8.6.2.1.2 16.7 PSI @ 20 GPM BEAM USS 0-7 4-6 RISER KEYED NOTES RESIDENTIAL ETr _BLaOCINc u•n BED DannDox -^CSIDENTIALMP"EDKLER ON CPVC PIPING USE THE FOLLOWING FOR CALCULATION: 27xBETWEEN JOISTSX110 HEX HEAD SCREW—Z.. 1wKER 1 2"WA 10 FROM SYSTEM RISER 200 SOFT PER SPRINKLER HPE PARALLEL TO JOIST �,"i• 2 2"GRVD FDIC CHECK VALVE 3 4-WAY SWAY BRACE • TOP OF RISER „ HIX HEN FASTENER VALIDITY OF PERMIT DOUBLE FASTENER STRAW 4 ELECTRIC ALARM BELL OR HORJ/STROBE •; „" r 5 I/2"BALL DRIP ASSEMBLY THE ISSUANCE OF A PERMIT WOODTRuss, WOODTTRuss, 0 Lo „ RESIDENTIAL SPRINKLER ON CPVC PIPING ZRESIDENTIALSPRINKLER ONCPVC PIPING BASED ON CONSTRUCTION aEAM, ISS REAL(ETC, CPVC NO BLOCK HANGER DETAIL 6 2-1/2 S%LE FDC CONNECTION IL 2•x_BLOCIONG N T S s DOCUMEiv i AND OTHER N PLEASE PROVIDE UW BED Cd,q"dl UN128E0 ALL ELECTRICAL WIRNG BY OTHERS 13 IE,wED, mss + SIGNS A$REQUIRED SH/AL L NI-%[ LSI-�EvE>IT COMPLETED NEPA 11000 SM BEAK MR"c PERPENDICULAR TO JOIST „�nsRm itJ THE CODE OFFICIAL FROM MATERIAL AND TEST OFFICE COP), DOUBLE FASTENER STRAP HEX HEAD FASTENER AT 0 -- AEQUIRfNG THE CORr1ECTION 6 OF ERRORS. OSSC 105.4 CERTIFICATE I „� — FINAL INSPECTION 04 RI B8 r ON ION SIMPLE FASTENER G SECTDDINUE STRAIN ��, oy CTry OP TIGARD f WOOD TRUSS,BEAM,ETC. ON DOUBLE STRAP PIPE HANGERCPVC STRAP 77506 PE 9! REVIER�ED FOR CODS COMPLIANCE NTS 10W -11-218 Approved: TABLE M TABLE N ��9,y OTC: NO UPWARD I�STRAINT OR HANGER FDC DETAIL �R>- PermitHANGER ISREOUI ELEDeEnuEt=_N ,&RINKLEWERSHANGER 3/8" = 1" - 0" EXPIRATON DATE:12/31/18 Address: -7r,-70 - e1 rr� NUJOOD Suite#: - J015T$ N N By: Date: 2__1C—L9 FINISHED CEILING LINE IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT WOOD FRAME CONSTRICTION N a SITE PLAN, SECTIONS, RISER & MISC. DETAILS B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND � CHECKED BY: CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ESCUTCH. APPROVAL TIGARD FIRE MARSHAL PER BLAZEMASTER PIPING SPECIFICATIONS, FROM TEE FROM ELBOW SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER � 470 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED HANGER SPACING READ DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL PROJECT NAME: SCALE: AS NOTED (11001`eI )core (ID10RI )11001`01 OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, 65 PEND WHITE 175 4.90 1/Y GL4910 GLOBE GL 401 I R E ST P W T4° W 5V 4V Ov ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER NATIONAL INSTITUTE FOR CERTIFICATION Dr 82 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED CO . THE FIELDS APARTMENTS PROJECT N0: 2018—TF-004 Nva• 7V CO' 70* rt TN THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES BUILDING 4 r W 7d' 7V' r0• 10' CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT ne recede„t this„g„yvtim show that 8 m 1 2 345(0 8 II:O 34 PEND WHITE 155 5.60 1/2- GL5601 GLOBE GL RECESSED SPKR ON SHEET: Wzrvr W � m m m OF THE SPRINKLER AND ADDIT7ONAL HANGERS ON Robert L. Knight Jr. P).� 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 Y cadlled in the technical ai PROJECT ADDRESS: SPKR ON JOB: 659 SUPPOIFIrr��IBETW®4 HA.xNNNNBBNiNCEBRe JOIST ARE SPACED 2'-G' O.C. OR LESS. ,.,e a-d a,�.L"ad Technmm 4 UUNNDm No. CaUBcetlanI Pohl Th;v ► s SIDE WHITE ,s5 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7820 SW HUNZIKER RD oosol / LEVEL to 100164 04 / of / zozl SG 4L E IN FEET HEAD CABINET WRH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 4 = 659 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING No: FP 1 OF 3 4.1 4.2 A 4.4 4.6 4.8 .1 4.1 .1 SEE FP1 FOR �1 HANGER DETAILS RISER DETAILS 11.-72, FDC DETAILS 4.A �6'-6• s-,1 ° - - - - - - - - I - - - - - - - - ?UNrr1\MDI I I >-o- BUILDING SECTION UNIT 3 BED ' UN� , , I UNIT, BED .2. NIT o 2„ -- DESIGN CRITERIA J \ jio Of 1147 9-7 1 5-6 �3 1 511 / N 11-8 :( 1 1 5 / 2- 8-3 11 1x 11-r� 1 1 1 11 \ 1 11 I -CL // \\ \\ '� Ll- -I'7OL/- -i ° o - / I YCL- -O 1 T in ( O ° T In 3-6 - 7-10 1 1 1-9 8- 2-4 2-0 1 :0q -� @ I/O - - - -I @ 1 �- -( / \ ! - I - STORAGE m a - - _ r TAL - � �_ _ t \ I / _1( -' - '- _\ _ ° _ - ' `0 3-0, ! : _ I -51 x - z 1 3-31 . 13-8 11 - - 9-311 7 �3- 1 3- .- f 4 ' �- _ _ 9T6RA I� M - ' I I,.. Imo. �� � �; �, 4-U2 �J =: � II• © -Y i l 4-U2 °o 4.B - - - - - - - - ,� ao 6306 - - - - _ - - - - - SEE 4TH FLOOR ® -' r 1-6 SEE 4TH FLOOR FOR SPRINKLERS o 21 0 15-011 o. 11x 15-012 1 2-7 12-6 111 !-� 1 01: Px 5 - 5-01: 11: 15-M2 . r: 0-1 17-911 , 2-61: 12-10 0 3- x FOR SPRINKLERS 1 THIS AREA ae i m m ao eo m ao m m m ao THIS AREA ^b _ 4-213 - ® - = - - - - - - Ikkk IPA71 41: -81z 7- IB-1141 0 ELEV I 6-11 - �1 I r1 6- 2_p1�I 4-8k- -� I 7- .�I- I -6-3 2 -P3 \ -fl / 111 1-9x it 1 ^- O91 1 \ /= - ! ! O m� m -- 1- 0 1( 1 ------ --- � X11 - o� �« ! - i --1 I n2- / - _ 1 _ \-. .- --- - - I - J3 - - - - - 3- 6-7 2_6 3 / x 6 1x "' , .L /- \ - - ( O 1 �\ / - 1 - o to / � � \. - \ I 0-8 \ .,5 z 5 311 7-r: P \ / \ \ / �_�. \ -O 1- - - - _ - - - -a ( 1 \ ( i i O �I(y IF I _ N ° 1- I N \ F I N N / ' _\ UNIT 3 BEd / 1 / \ / it 3 BE 1 1. I ( SNR 1 BED �\\ _ �T�B I \_UGIT 1 BED -i ! ��� UNIT 2 BED j j I I -212 oa o to ( I 1 I `o 1 U a-2o E D f=--6'-8• 5'-11 • - - - - - - - - - ! � - - - - - - - - � I 5'-s •4-6--7 s'-7 • Loop Offset Change of Direction 1 L + Long Run of Pipe + +25L L 4.1 E 4.2 4.3 4.5 4.7 4.9 .1 4.1 •1 6'Min 6•Min - 1/L ELEVATOR SPRINKLER 2ND FLOOR ,)SL ,)4L HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN KEY: ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE-INBI+ PLAN SYMBOL _ EXPANSION LOOP AND OFFSET CONFIGURATION 0 Hanger or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE SPRIr9CLERS CALCED FOR 12.250 SO. Ff. 1/8' = 1' - 0' " BSB p pOL�""�"TMFL00P"r Not to Scale IRestraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT µw GW�CIE"��1A4Wx BaNO'MEaNrM�M 6e Expansion PER NFPA 13 8.15.5.5 20 x 20'- 400 SQ FT. MAX SPACING 20' W/ 10' MAX OFF OBS, 1 MINIMUM SPACING BETWEEN HEADS IS 9' 4.1 4.2 A 4.4 4.6 4.8 FP1 I I I ® I 11'-72• • �6'-8° 4.A = - - _ - - - - _ _ 1 1 _ ! UNIT 1 BED / UNIT UNIT pE A -UNIT 2 BE73=� ! .2,. I I I UNI 3�BED \ o - ,- NIT 306IF E \I 4-1Q8 \ TY10 A - 4-109/ �. 1,1 1 _ 9-7 1 8 5� (i-3 Q 1 54 / \ 11-8 94 ( _ 1 / X6-84 0 1, : 1-rx i-�' Q 1 11 / \ : 11- ( ° 6-01 0-911. 1� 5-�4 5-2 5-81 0 0 - �„ - 3-6 - 1 7-10 \ 1511- 1-9 6- P 1011 \19-74-0 _ _'-„+- � 11 0 - ITO /- - 4. - J ° 1 Ci ?� 3-0 I 01t -7 1 51 1s - 1 I 15-1 • 13-8 11 3- 3- - .- 4 !- 6- / - I -`~Si - STORA `�I`' 0 _ _ : 4.B - - - - - - - I ae R SEE 41`HftOOR FOR SPRINKLERS o r: 0 15-011 o. 14 15-011 1 2-7 12-6 Hx !� 19-012 111 - A 5-01 14 15-02 71 7 17-91x ,1 2-611 2-10 '�.0 3- x FOR SPRINKLERS 1 THIS AREA _1 vo m m m m ° J . o m THISAREA 4113 �b 1 ` - - / M - )IiI M ! r - �- 3-6 ! 11 - &1h: 3 ,' I 8-11 - A 2 111 \ -p 1111 x ! 1 1 I it 1 , . \ ./>n 7` o - - -I o --- I ------ --- --- ^t o ( - ---- - O , O-1 --e , / .\ /. 1 _ , _ 9'\ 8-51 3-6 - -6 3 / 1 _.- 1 - oil \. v / I M I'- Oi 4- / T -1 J - -� \- J 1- -/. \ \ �/ -/ / \�/ -( 1- -/ � _I -( 1 1 p 1\ 1 O 10 / 13-21 \ / 4 \. /- x i \- 1 I 8-1P2 / 11_ x -- . /6-2 5-31! 7-r! \ n / c', \ R / .��. \ n 1�^ /. \ .\ - -,9 \ -16 0-11 t -F V v --_. , ! ' ^ ( 11 N \ Ivry ( I w O \ /UNIT 3 BEDS N N / N 01 I ° I N \\ /� ( \ // N N / ' \ / N, 0 0f -1 \ 13E- ---TYPE it- I I ! , , '. e, \ 61���2 BED $NR'1 B1_� 1 I i I err. 't111iT 2 BED- , I 1 UNIT 3 B� 1 m b+ rA i n e T1NRl BED \ U 7-3 , ;! �� t 4_� I - _ 4-1 - I=-6'-8• 5'-112' / ��)!t�� RC DCICH CK AL E I - -L2"SINGLE FDC BFP 5'-52' 6'-7' S'-7x� I ALARM ELL OR HORWSTROBE F9 I TOR f 4.1 4.2 4.3 4.5 4.7 4.9 4.1 .1 iaii-2018 1ST FLOOR %EOOON FIRE SPRINKLER PLAN 0 � 12,240 SO. FT. 1/8' = 1' - 0' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT A 1ST FLOOR & 2ND FLOOR IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND CHECKED BY: B GREEN SYM GNT POSITION FINISH TEMP K NPT SIN MFG. MOD L S UTCH. FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O APPROVAL. TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 234 PEND WHITE 155 4.90 1/2' CL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL 33 PEND WHITE 175 4.90 1/2' OL4910 GLOBE GL 401 ESTOP C O . PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION P40 SIDE DRY WHITE 200 5.60 1• GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-TF-004 IN ENGINEERING TECHNOLOGIES 8 m 1 2 34510 8 110 9 17 PEND WHITE 155 5.60 1/2' CL5601 GLOBE GL RECESSED BUILDING 4 N records of this oWmiratioo ebo•that 0.0. SPKR ON SHEET: 329 Robert L. Knight Jr. TJ^ > 1 SIDE BRASS 200 5.60 1/2• GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION is certified in the terhnical areas) 10- 4 SIDE WHITE 155 5.60 1/2' GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 PROJECT ADDRESS: SPKR ON JOB: 659 rater-!lased Systeme Layout Techru n Ceti6cstmn No. certmoatio (e)Vaud tbn 7820 SW HUNZIKER RD 00301 / LEVEL ELI 100164 04 / 01 / 2021 5CAL-E IN FEET HEAD CABINET WITH MN. 12 SPARE HEADS TOTAL COUNT BUILDING 4 = 659 TOTAL COUNT FLOOR 1 6t 2 = 329 (P)360-718.8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 3 4.1 4.2 A 4.4 4.6 (48`I .1 4.1 •1 SEE FP1 FOR FPI HANGER DETAILS RISER DETAILS 11,_721° FDC DETAILS �6'-8° 5'-„}• - - - - - IF I - - .- - - - - - - . - � DA - - - - 7 -p21• BUILDING SECTION 4.A ( - _ - r 1 HYDRAULIC DA Area �� UNIT 1 BED . UN 2 QED NI BEDe4_ U S BED - I , UN 2 BE j I 10 -4O 1 . 5 I 301r a09 101 _ / UN 3 BE 4TH - / 4-401 -40 �\ 54�A2 °� , b ; _ o DESIGN CRITERIA r lot m 19i II 01 \\ I !USED ON THE STH FLOOR Ii \ vI �. I I I fi� I I I I I I I � ! I I I /I I \ i �' ! ' I � " \ .' i M " sr I I I UEDN ALL PPFO IS INSTALLED N ALAS MWA/'ED AT OR ABOVE 47F g_� y 12 \ 11- 191 1 j 2- l 11 1: X11- z I 12 , } ' Calculation results for Design Areal - 4TH FLOOR UNIT NCLL0/2KiAfl:4SP1i0PBiYNSLLAT®7OA4WTAN 4PF - / �' I/-}- O 1! , / I O ' O '� x I 2 ! / M7 system as shown on FIRESTOP COMPANY company print no FP3 tlated 8/27/18 \ �.• / �,• b , \ \ / j I b r� /: I ,� Q ' j for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD NOTE[ NSU-47KaV Ng4K IS NOT N ISE SPf�ICT 6i CONIRACTOAS SCOPE( WORK i - 2 contract no 201 8-TF-004 s designed to discharge at a rate of 1 ttP(UmiNm')of floor area over ' i I ! \i I / I /! "tQ iT i 9Q-9Pm in I 1 ; ! 29 7n a maximum area of 410 ft- when supplied with water at a rate of 82.9 aom at 78.2 psi at the base of the riser. / I ( I 1 I I 1� ! / 771 ! Hose stream allowance of is included in the above. 7-1 1 s -9 6- 1 -Mx 2 0 �2 / I I 19-7 2-0 6- : 4-T2 _ 10-1Y.` - 11 ;r-�o 1i 7� }; p Occupancy dassificatlon: DWELLING Number of heads flowing:4 if � - \� f�' i \� �/' S ' � _N INSULATION BY I TF$RS `� ;�'% ' -- y- -i : ! NI _ __ _ I `V - / - -- -� �' -YMaximum storage heigBY MUM J, i I I j b b � I d = o I� \I !III1 ° _. � Storage arrangement: ' ° _ ' ' Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 78.2 psi NHEATED AREA SPRINKLER BRANCH UNE ( I IIFlow from Overhead sprinklers: 82.9 gpm Pressure Available at Source:P urs at Source:.1Flow from Inside Hpses: 0 Su Ws ress PE9121x1_-_ Flowh i H es: 0 m j os 9PI i om Ouls de, I \ i i \ 11 1, Other fixed flows' 0 ppm 1 I I NI 1 / N �, i r: r: (J I ^•°°°„•• •..°.•°.seer•ere.er•see ee•eesese°,.•e°,•e.e •e• _., � j Total Bow in system piping 82.9 gpm ,aa°e•e.a5°.°°=:ao ea8e•ee.e°.eo°e eeee e •e..eee.s°t•e;••ea eeeaaaraaaaer ear egaaaasoa=°>°.°°:e ,eaasr• e°.^.. . sea° - sea°r >.3saesae pee es°` • I 01 -7 ' 2 : _5i • 9-3x'' ••° •°s°ser ••see:eeesar••sar•e: o_ ; � � n r i\ ^ 1 _ _ _ Additional flow at/beyond source: 100 aom eo eeee:aa•.e°:eeee es=e peas vee e s ,� :! / . „ - ' ] 6 : - Total of all flows: 182.9 gpm i i N 8 � M stn t � l 1 !a'✓ L til � 1 R - _ vim? (�� � \ 1 C ;araar::sr•sae ssarseas =r;ear=:sr<:sa°aaae ossa .oe sas•a{:>veo es:a=�°s:eFRZI ayes ae1°$°•`•XS°ss :e:g3:�s>:vri� - !i - - !� - - ( r - e:°.e°•d•°eeoea°e^Tee°.ie°see°e°• +••°vee °•°eeee .e ,v I, T 0p Ase-eyba rae•�•e•e••e�••eea•e•e:e^ae:aa'e° ' ' TENTING OVER SPRINKLER PIPE BY OTHERS 4.13 - - - - - - 11 n - -- - - - r �; i j 1/1 I 1e6 T if i 4 JOIST OR TRUSS PIPE H4NGER III ft ; - p O 15-19 0• I'f 15- ! 11 2-7 12-6 111 z P I : PEND7U4T SPRINKLER 2 ; * I I I J> ! ! qq+� b COORI OR m - 1 ! ! m ( ! m ! ro "HEATED AREA (� j - bs �o I + I g I I I d ! ! I RW o I �2` c -2- _ Calculation results for Design Area 2 4TH FLR CORRIDOR GYPSUN BOARD CEILING 4.V - - - - - t This system as shown on ESTOP COMPANY company print no FP3 tlated 8/27/18 - '. !�l, �- . m --'"'� for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD • ; I I`' ) I - ";� 1 �fii / i Si ! -- "O } /� I t 1 ^ contract no 2016-TF-004 is designed to discharge at a rate of 1 UmirVa? of floor area over \_/ 4 42 - i ; '8 pr ' 1 1' lJ - _ 99-9pr11flrs( ) i I • ! ; ! ; / I ' \ / ! - a maximum area of 430 IF when supplied with water at a rete of 81.9 from at 88 7 psi at ft base of the riser. TETINSULATION DETAIL - OHoseccupancy stream allowance classification: s inUutletl in the above. / j 1 7 n 421 -8'x T 6-1 rii ELEV ! ( 6 1' L! - T2 8- 7 4-81A 7 U ' I ! 6-3 2 \ 1 1 1, 1_'2 h I 1 I _ Oommotllty assflicaUom LIGHT HAZARD Number ys mrT'(Iheads flowing:Wet C1pTKW 1-PIS SALE<ARS i I X16 - - _ Q Maximum storage height' Maximum velocity: 17.79 e r Storageana arrangement - / \ �9 USED IiFEiE ALL PPM51116MUED N AFEAS,WWTANED AT CIR ABOVE 47F _I � � I I O1 \ / ! ( C ( 11 m \ I/ 1 - ^ Flow from lo-Rack sprinklers: Ogpm pressure Required at Source: 88.7 psi ACLUDWO AREAS PROP9i.Y 10LATED TO WINTAN 40'F �' ( _ ! > _ I I I __ _ I o' �I ___ Flow from Overhead sprinklers: 81.9 gpm Pressure Available at Source: 104 psi �I •=s ( - -- - -- 1 ! - - - Q1 Ill Q ! _ Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 15.2 psi NOIR NSLLATION NSC 6 NOT N FTE&W&ER CC/VTfiACTQ9S SCOPE OF L4K)RK - - I ' i ✓ - 1 / n 7 1 6 2 7 Flow from Outside Hoses: 0 gpm \A a2 21 ,y Other fixed flows: 0 qpm CCX D AREA - 5-91= ti9� h 1 I s \\ I O (/ I I I "\ ! ? \ "' \` Additional Total flow in at1heyonld source: 81.9 gpm 100 pom NSAATRIN-year OVER PFE WTH WSOM To - -I' -.\ / I ` I - r` •.� I I / ! f' \I, I \ - \ _ / I ' I 4 / °° SIRUCIUE Cl AVOD fiIlA3 N�IH6Af PPE AND CEI-NG - j I A ; 1 Total of all flows: 181.9 gpm s i / 11 o �, r ) I li ` I I / I / I (/ III m I �I rs \ ! I i �1- _ I ! I- i O I TT s- 2 X21 9j4 jI- -I /! R O I I I N N I ! I ^' A /I I N I 1 7^ I 10 I I I I \I I I / I I I I r / ri N //I \I / o �POCXET � - \ UN S QED ! I e� ONfT 1 BE 1 \ UN�7/ BE \ li 1 ED • �IUN 2 BED O I UN 3�Ep -- m SPRMLER Pwao To SFAYAS CLaE TO Trate \ -atof �\ rt \ / BOTTM CHORDS ASP "0. -E HEATEDAREA - s ' 4-ao , I � ' I \ ( � 1 - TENT NSUEAT ON DETA E C41) II - - I�- 6'-8• 5'-11 ° - - - I DPMN2 scuRNTs I - - - - - - 5 y 6'-T V-71' Loop Offset Change of Direction 1/4L � Long Run of Pipe 4.1 4.2 4.3 4.5 4.7 4.9 4.1 "1 'y5L 1Y2L L ELEVATOR SPRINKLER 4TH FLOOR 6-Min 6"Min HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING 1/5L vaL ELEVATOR PIT PER NFPA 13 8.15.5.1 FIRE SPRINKLER PLAN KEY: SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY NOTE : GLOBE THE iNH F PLAN SYMBOL = EXPANSION LOOP AND OFFSET CONFIGURATION to SIGN HHanger t Guide EXTENDED COVERAGE SPRINKLER$ CALCED FOR 12250 SO. Ff. 1/8° = 1' - 0' xwes xaanaeresa2 me xrtx.a rzp gax�x Not to Scale (Restraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT Expansion PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. MAX SPACING 20' W/ 10' MAX OFF OBS. •MINIMUM SPACING BETWEEN LEADS IS 9' 4.1 4.2 A ' 4.41 4.6 4.8 FP1 i DA Name: 3 4•A _ DA Area: 410 _._ I Calculation results for Design Area 3 3RD FLOOR UNIT 1 t 1 R 1 D 2' p ! I / \ for THE'FIELDS BU LDING 4ESTOP COMPAat 7820 SW HUNZIKER RD Y print no FP3 dated 8/27/18 _ UNIT 3 BED UNIT 2 BED UNIT/ BED_ UNI 2 BED_ ( I z wFnyyIIIL` �7TF _ NIT' I _ -� \ conhact ra 2018-TF-004 is designed to discharge at a rate of 0.1 gpn/fl°(UmiJm°)of floor area over / 4-301 \ 4303 \ • = 4.305 43 \ • - I 311 I I /-� a maximum area of at0 when supplied with water at a rate of 81.3 qpm at 75.6 psi at the base of the riser. o - i O T 1 O , \�- // \\ '/r'- I .L1- / _ Hose stream allowance of is indutled in The above. `�o _ `rte-, Oxupancy dassihcat,on' OWELLING Numberof heatls flowing:4 -4- ' �1 O ' / - - - - I - ~ - _ _ _ \, i _ - _ - - 1 1 L �•'l �� - °° Commodity classification: system Type: Wet eo Maximum storage height: Maximum velocity: 17.49 ftls s \ / \ _ -\\ / / \ - - d o \ / •" �S \ \ / / t / \ 2 ! / 1. _ / - - Storage arrangements tY 1 5 / 2- 0 6-3 11 h 0 11-Ta 14 1 k / \ s 11 I 03--0 r -- - 6-Or 0-9k - - rx 5-ah 5-2 5-81 4-7 \ Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 75.6 psi 0-B Q SL 1 ' \ /- - Q �- -� I - / Flow from Overhead sprinklers: 81.3 gpm Pressure Available at Source: 104 psi / -\ \ r I 0 '� _ \ / / \\ \ / Lee 0 jr_ 9 302 - - \ S = / \ m / I Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 26.3 psi --- / �Ic - / \ / 1 •y 1 Flow from Outside Hoses: 0 gpm i, I O O -\ / I i I / 018 _ 2+ \� T Other fixed flows: 0gpm -d- - -- - ! - I 1' -,:; _ - \-- /-- Total flow in system piping: 81.3 gpm -jir17 « i 142 \ .n _ _ ___-_ _ - _ - - - ... - __-. -1 3-6 - 1 7-10 1 z 1-9 8- 2-412 2- 91: / - S 19-7 «2 to-rzi / -- - -1r I - " 1-5 7- 6- x 4-0 i .,,.f� Addiuonal flow atrtreyond sourc 100 aom _- ' --- \_ / 4 « (--+( , _-I- Total of all flows: 181.3 spm e: 2 1 STORAG0909 E 1, r - ^ �-I -_-�. _... I- -I i _ \ l _ 7_ 4 34- _ - S - 1 -/ _ - I N ` f 'I', / -® ti ` r "' 3 r ro 3_2,2 O Calculation results for Design Area 4 - 3RD FLR CORRIDOR _ _ - - - - - This system as shown on FIRESTOP COMPANY company print no FP3 dated 8/27/18 / 1 -1 ' ' --- _ .� 1 ' 3- 3- « - '- ' 4 ,_2 6- , \ / = for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD 3-0 - ! Ort 7 5 z - r : o - 6 3-3' dS' 13-B/ «'. ^� 9-Y1 ; .. O 4 ' - F 4 r --1- _ Narr1e ------ - '`� - - .r contract no 2078-TF-004 is designed to discharge at a rate of 0.1 gpm/fP(UmiNm')of floor area over r 1 70RA r W ` - _ in ,, _ \ •. r--, �� _ __j , ;.1 UTILI 1 (\. �1 �,, N ,�: ) j y/'�' -� a maximum area of 430 ftr when supplied with water at a rate of 82.4 gom at 71.7 D51 at the base of the riser. , =--I ' - © -as ! ' --- '' __ '- '✓ �� Area: (`-i ' '� -- -- v Hose stream allowance of is included in the above. 4•B 0136 m e? 0922 p 091 097 915 0914 Occupancy classification: LIGHT HAZARD Number of heads flowing:4 SEE 4TH FLOOR ® 1-6 SEE 4TH FLOOR Commodity classification: System Type: Wet ! FOR SPRINKLERS a 21: ,5-0'21 0. P2 19-0'2 -1 2 2-) 12-6 112 i Ors 1rx 6 - 2 112 1 2 T2 _7 ° 17-9r: t2 2_6x2 2-10 0 2 FOR SPRINKLERS Maximum storage height: Maximum velocity: 17.66 fVs ° .p ° ° m m I RRI m g e arrangement: 4 T''R�� - 402 THIS AREA Flow from I de sprinklers:: 0 gpm Pressure Required at Source: 71.7 psi - t Flow from Overhead spn e 4 gpm Pressure Available at Source 104 i _ �' � ,° �, ' � %- ( 1 _ 1 � ^-;----I�' :.3 IC'T'•; ' % (lam ,� ' f. b,-----' ' -- 1 - (1`1 ��1''�I � "- r� Flow from Inside Hoses:nW 8209pm Surplus Pressure at Source: 3 .. __- - i I �r 1 _ _ Flow from Outside Hoses: 0 gpm .•2 � .... `y/ ; � 1 �J � / ��'� Other fixed flows:m P Pi 82 0 gpm U32 `l 41: -Brz w, 7 ��it+:j o ELEV I 6-1 « P2 6- _p2 \7 I+ ' 4-012- -� I 7- �, a,- i 6_y 2 2-112 \ -� 1'2 1_5,2- r Y y ng. 9P Total flow m s s[e , 4 m on ow a 4 316 Total of allf lowsube and source: 1824 gpm _.. - - - - E 011. L ----- IL Si 0-1 -/ 11 4 IL - - 1 1 - 9 ' O _ it-10 / 1 \ 13-21 _ \ _/ 1 r: \ /_ 9x2 I -\ -1 8-1112 12-11r 1 1: \ Fr - .g-7- X32 7-712 v \\ n / .\ h \ ns / ./__\. \ R \ -. 1 _ 1 / • '� 1 _.__- - _ I I N \' I N -OV I O 1 I N \ / I _ O I O �\ UN1306ED1 _ 1. & / ( I I -u�' _\ . _ / \�! 4L 1 •. i f/ I UIWT38 UNI1 BED \ UNI2 BED ! i - UNI2 BED ! o I UNI � I � , LL-L 11 5'- ° 6'-7° 5'-7 ' ! f G 77506 PE 4.1 4.2 4.3 4.5 4.7 4.9 4.1 •1 10-11-2018 3RD FLOOR ORW FIRE SPRINKLER PLAN CRY L 12,250 SO. FT- 1/8' = 1' - 0' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION N SPRINKLER SCHEDULE & LEGEND 3RDFIRE FLOOR & 4TH FLOOR CHECKED BY: B GREEN SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 236 PEND WHITE 155 4.90 t/2" GL4970 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2016 FOR PERMIT / INSTALL x 32 PEND WHITE 175 4.90 1/2' GL4910 GLOBE GL 401 I R E S T O P CO. PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION IN 42 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-7-004 IN ENGINEERING TECHNOLOGIES _ 8 sa 1 23456"i 8 I� 77 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 4 The rands d this ownizatfm show}Lel (� p SPKR ON SHEET: 0 Robert L. Knight Jr. 6j^ ' 1 SIDE BRASS 200 5.60 1/2- GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION u certified in the technical area(s) V 2 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER' WA. 98663 PROJECT ADDRESS: SPKR ON JOB: 659 xeter-Oases systema taysol hehniciea certification No. cediticetlsn(e)Valid mn2 7820 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SC14L.E IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 4 = 659 TOTAL COUNT FLOOR 3 &s 4 = 330 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 3