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Plans (54) FPS2018 -00150 ( 1/2 ) / / / UNDERGROUND PIPING NOTE' RECEIVED GENERAL NOTES FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN OCT 17 2018 ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE AND LOCAL FIRE MARSHALS REQUIREMENTS, NEPA 13, 2013 ALL UNDERGROUND IS BY OTHERS / / OF TIGARD (4)FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION A 1'-0'± INSIDE OF BUILDING / NG DIVISION 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. BUILDING 5 _ Q ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / / / ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED TO BE FULLY SPRINKLED \ COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / � 5 SPRINKLER PIPING TO BE HUNG AS PER NEPA 13. / s ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A AS PER NFPA 13 2013 AND ALL _ _ FABRICATION SHOP PER NFPA STANDARDS. / � � / Q SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per 7 7oo NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. / / — / oo \ ®UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATE AND LOCAL CODES AND ORDINANCES / / / / / o \ ` STATICALLY TESTED AT 200 PSI FOR 2 HOURS. Q ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE \ e e e e e e e e o v / / / 000® / ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 o p 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. -� ® ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. I 15 ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE RNISHED FLOOR 1b Cj 8 FLOOR AND ELEVATIONS SHOWN AS [*0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. S` �s I t 1s PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 BLDG 3 / / /'Ok N / / / o V $�$ fl O AND E OR ASTM A795. 'n/ A ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS: S BLDG 1 _ CLUB \ / / — Y �C� C O CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. / 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED � - o I BLDG HOUSE / / / ® � ,�j o®o j// / SRC B CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED L D 1 0 0 // I t NOT MORE THAN 9' FROM ANY SINGLE WALL. IN LIGHT HAZARD ONLY. 47,838 SF 40 2 8 37342 SF �/ rz`` / — t AS PER NFPA 13 8.6.3.2.4. I " "` ` II D 1B SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR 222 S F I J` '-'C ; 1 I LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR 2 I I I Y f II 9 STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. 1 `` Q SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. F_ 8 1NFPA 13 s i WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE ENCLOSED ECONSTRUCTION I I BLDG SHALL BE PROTECTED BY SPRINKLERS. — I 4 S = II 9 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS a e o o m m o e ' _ _ _ 4 48 5 990 S F BLDG 6 II 0 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT _ _ _ �%�1 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 (0 565608 SF I SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN II 12° NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, .2. 1, AND BRANCH INES SUP P ORTNG PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED + ARM OVERS THAT EXCEED 12". AS PER NF 1 9.2.3.5.2.1.NOTES . 92-0+ 8 011 18 1�4n C900 28-0± 276 0+ 1 1 1 1 1 11 4. C900 44-0± m o 20— _ = = = , ' 4" C900 17-0± 0-0± SCALE IN FEET r1, 4" C900 46-0± W T INF TI e o o I L N FLOW TES ORMA ON �-- VICINITY MAP 5r w E 4" C900 106-0± STATIC: 104 PSI SITE PLAN RESIDUAL: 100 PSI PROJECT 4" C900 46-0± FLOW: 2500 GPM . NTS SCALE — 1 = 50 —0 CITY WATER 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 5 LOCATION ALARM BELL OR HORN/STROBE 50 U 25 50 100 WYATT FIRE PROTECTION 8.15.1.2.5 Concealed spaces formed ceilings attached directly to within 6 in.of wood joist DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. FIRE DEPARTMENT CONNECTION ORIFICE:UNDERG 8" CIRCULATING TYPICAL FLOORS I THRU 3 i'VE �� 8 4" 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood joist 6" FIRE HYDRANT ASSEMBLY PER TIGARD STD DWG 5 4 2 construction either directly or Onto metal channels not exceeding 1 in.in depth,provided the joist channels are firestopped into volumes each not exceeding 160 ft3 using materials II " equivalent t t to the web construction and at least 3 1/2 in.of batt insulation is installed at the T CORRIDOR � bottom of the joist channels when the ceiling is attached utilizing metal channels,shall not require sprinkler protection. TYPICAL FLOORS 1 THRU 3 s : ..,. = 8.15.1.2.7 Concealed spaces filled with noncombustible insulation shag not require sprinkler Protection. w s eWn" UNIT 3 xs ® TOR 8.15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted. ® TYPICAL FLOOR 4 ® ® 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 0 SW Hu bottom edge of the joist of the roof or flow deck,provided that in composite wood joist ?Zx4P� 0 1 4" G900 UMDEf3'sROIXJD SUPPLY construction the joist channels are firestopped into volumes each not exceeding iso ft3 `""' `- Ro, ® = m 2 THRUST BLOCK PER NEPA 13 CHAPTER 10 to the full depth of the joist with material equivalent to the web construction,shall not require sprinkler protection. :k, '�''=.. . 7 ® v n 3 4'FLANGED RETAINER ISLAND " w CNN O 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 t 5 4 X 2"GRVD CONCENTRIC REDUCER require sprinkler protection. 7 6 2" AMES 3000BMI DOABLE CHECK DETECTOR BFP W/ FS BUTTERBALL VALVES AND TAMPER SWITCHES ELECTRICALLY SUPERVISED NORMALLY OPEN RESIDENTIAL DESIGN CRITERIA FOR NEPA 13 SYSTEM BFP FORWARD FLOW DESIGN BASIS FOR 4TH FLOOR UNIT THRU 1-1/4" MAIN DRAIN s O TYCO R°1-1 RISER W/ CAPABLE OF FLOWING 6 PI RELIEF ASSEMBLY 11.3.1 Residential Sprinklers. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 83 GPM ® PITOT 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 165 1FLW TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. SQ FT OF AREA: 410 1 4 = 102.5 SQ FT PER SPRINKLER r r LESS HMWITMAN DRAIN PENDENT SPRINKLER LISTING REQUIREMENTS: t� 1 ST-4TH FLOOR 1/4" PSI GAUGE 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for 16.7 PSI @ 20 GPM CORRIDORS FIRESTOP START POINT MR1 buildin s havin uns rinklered combustible concealed s aces, USE THE FOLLOWING FOR CALCULATION: 8 I-I/4 MAIN DRAM TO EXTERIOR 9 9 P PaD A.A200 SQ FT PER SPRINKLER BY OTHERS as described in 8.15.1.2 and 8.15.6,the minimum design area of 3 9 HYDRAULIC PLACARD INFORMATION 9 z 1/Y FROM THE LOWER EDGE <9> GRI FLEXIBLE COUPLING AT TOP 4 W70M OF RISER sprinkler operation for that portion of the building shall be eight IWrEPE SUPPONTNG III ONE sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP swaY SCREW f AND NOT LESS THAN r WHERE 1 4-WAY SWAY BRACE s TOP OF RISER SUPPORTING MAN LINES ® SIZE OF DESIGN AREA DIVIDED BY THE NUMBER y,a,,.SOO./ 2 SCH 10 TO FDC PIPIWG 11.?.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: AT aro Scour SCREW AS LER LONG NOTE: U.G. TO BE FLUSHED AND GRVV X CPVC ADAPTER room design method is used,the following shall apply: SQ FT OF AREA: 410 / 4 = 102.5 SOFT PER SPRINKLER AT.IIm LEP m AND INCULD G e HYDROSTATICALLY TESTED AS PER am,`+a — — — — — — I-1/4"CPVC TO SYSTEM (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: NFPA 13 AND LOCAL CODES PRIOR TO a minimum area of sprinkler operation of 3000 ft2: 16.7 PSI @ 20 GPM •::•Y•:•:• ::::SE:::::e::::c:re;�:Yro a:;I=::r:3•Y::;:;:::✓::e°:'::.,>.. , vaa,e aa•a.°,•..};°.:•:•Y•t.b:.g.;.::•}:SSFP::;::::p::;::}<::}4Y:•:;:::^:p};S:wo:::;::'....••....ry .... •...a,a,...•s• ..... ......3,a...a,.•✓1•.Pa .......,•.....♦,.:.$.°,.,.•. SPRINKLER I°EAD CABINET W WARE HEAD a.:.:°>.;.,.°.,....e,:.........................................:......�,......:.....:..:,..........,.....................e.,:........ CONNECTION TO SPRINKLER SYSTEM :?:::€sY.:?e?o°:°<°••:°}<°:°::?: ::.,.:..}.......a .......a,. RING c :;a }r::l;,;;:1; f:• H G) Light or ordinary hazard occupancies where USE THE FOLLOWING FOR CALCULATION: IVNGR Ay<�> aro r" xAxOIR Ras • ALL ELECTRICAL WIRMG BY OTHERS ass�:,� — - W noncombustible or limited-combustible ceilings are attached 200 SQ FT PER SPRINKLER + SIGNS AS t�0(11REp TENT INSULATE PIPINGON 4TH FLOOR / to the bottom of composite wood joists either directly or on to Now YMO"maw SY RoD U=NaRP[NRAL"I 3V ROD RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING Z metal channels not exceeding 1 in. in depth,provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR o PIPE 60 NOEL tG1M ou Pg6� ad acent oist channels are firesto ed into volumes notdarn r w• r-7 mm r yr r-e• UWIBED ESO+ UW29m I 1 pp SIZE OF DESIGN AREA DIVIDED BY THE NUMBER ssraw 7W. env 4• am Is." 2In. N,a• r I— exceeding 160 ft3 using materials equivalent to 1/2 in. OF SPRINKLERS IN THAT AREA: CET Ao a• yr r-4• (M gypsum board and at least 3 1/2 in. of batt insulation is SQ FT OF AREA: 462 1 4 = 115.5 SQ FT PER SPRINKLER SAMMY SCREW WOOD HANGER ASSEMBLY G;,;°„ — installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: RISER DETAIL O is attached metal channels. @ NTs �H"`t — 9 16.7 PSI 20 GPM 3/8" = 1' — 0" / 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 C RESIDENTIAL SPRINKLER ON CPVC PIPING 4 hydraulically most demanding sprinklers shall be the greater of the — ,"� chew roe �. "am following: = — (1) In accordance with minimum flow rates indicated in DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 &2 TYP) PARALLEL TO JOIST �� _ individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER PIPE PERPDMLAR M" To I L a'° `,u OF SPRINKLERS IN THAT AREA: ( BF1D11 WOOD BEAM o _ (2) Calculated based on delivering a minimum of 0.1 gpm/ft2 SO FT OF AREA: 462 / 4 = 115.5 SQ FT PER SPRINKLER DOUBLE FASTENER STRAP SIDE PONT IgX HEAD FASIDF7t WOOD TJI 2 0i,_s°mr "Are over the design area in accordance with the provisions of wooD TRUSS Oj 2 0 2 SCH 10 �I PENDENT SPRINKLER LISTING REQUIREMENTS: B.5.z.1 or 8.6.2.1.2 APPLICABLE 16.7 PSI @ 20 GPM RESIDENTIAL THE FOLLOWING FOR CALCULATION: WOOD MI 0 0 0-7 4-6 RISER KEYED NOTES RESIDEMIALSPRINKLERONCPVCPIPING 200 SQ FT PER SPRINKLER BEAM,ETC USE 2'x_BLOCKING BETWEEN JOISTS /10 HEX HEAD SCREW—Z-- u°ao mw NN,m+ 1 2" SCH 10 FROM SYSTEM R15ER urn[,sea CORRIDOR urarze,o PPE PARALLEL TO JOIST "S"�" 2 2"GRVD FDC CHECK VALVE 3 4-WAY SWAY BRACE a TOP OF RISER a, >. DouaE FASTENER STRAP Ha HEAD rASTamR � 4 ELECTRIC ALARM BELL OR HORd//SiROBE 5 IR" BALL DRIP ASSEMBLY wBEMAII SS, G00D11i1155, to �RESIDENTIALSPRINKLERONCPVCPIPING CPVC NO BLOCK HANGER DETAIL 6 2-V2" SMGLE FDC CONNECTION PRESIDENTIAL SPRINKLER ON CPVC PIPING Rr BEAM,ERC. I&AµEI0 N urrt,eFe coan,ax uanxem ,b. .. -'—.- _.. N1 IT IT: Ya_BLOCKING NTS - - ' ALL ELECTRICAL WIRING BY OTHERS PER.`t 11EIx1Da JOISTS TNF iSSUAi��E Cir A iV11T 030)sw,avA crc �p + SKTN6 AS REQUIRED BASED ON CONSTRUCTION PIPE PERPENDICULAR TO JOIST `E` rF DOCUMENTS AND OTHER DOUBLE FASTDO STRAP HEX HEAD FASTENER � © � � `: F DATA SHALL NOT PREVENT �1 BeUILDINOG SECTION AGI oy THE CODE OFFICIAL FROM OFFICE COPY RING THE IX IEFA51GQ511UP 77506 PE 9 I OF ERRORS.OSSC 105 40N CITY OF TIGARD WOW TRUSS,BEAM,EreCPVC STRAP. -' REVIE D FOR CODE COMPLIANCE 10-11-2018 DETAIL `" OREGON [ , N T s N r s °��p PLEASE PROVIDE OTC.Approved: DOUBLE STRAP PIPE HANGER COMPLETED NFPA 13 ' ImtEXPIRATION DATE:12/31/18 MATERIAL AND TEST Address; 7�7 E� ,g TABLE M NO UPWARD �BTR4INT OR HANGER TABLE N CERTIFICATE AT Permit#: HANGER B REQUIr�D BETWEEN B�¢INKLERB HANGER FDC DETAIL FINAL INSPECTION 3/8" = 1' — 0" Sotto#4 — JOISTS Br Dates �. " VU N NDCIEILIW31_11I _-0 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: 'DRAWN BY: BKNIGHT WOOD FRAME CONSTRUCTION ac L� SITE PLAN, SECTIONS, RISER & MISC. DETAILS CHECKED BY: B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O SPRINKLER SCHEDULE & LEGEND CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEIL# ESCUTCH. APPROVAL. TIGARD FIRE MARSHAL FROM TEE FROM ELBOW AS PER BLAZEMASTER PIPING SPECL'•ICANONS, SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 435 PEND WHITE 155 4.90 1/2' GL4910 GLOBE GL RECESSED HANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS 9-2018 FOR PERMIT / INSTALL A, t TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 1 y PROJECT NAME: SCALE: AS NOTED 1 L0 ra »ra <mte »bra OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, � 66 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 � R E T W T°° env � 4V IV w w ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER NATIONAL INSTITUTE FOR CERTIFICATION P 66 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED - THE FIELDS APARTMENTS PROJECT NO: 2018-TF-005 1vs Gro• Gro' G'0' To To° THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES BUILDING 5 Tyr 7'G' 7V 7'G• str m _ 8 ml 234B�o18 16 49 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT The recarda d th a ma,ay,Mon,tor In,t p� KKR ON SHEEP: Ur o77 m 2V m OF THE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. &1?Q 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 to cmtifled In the tachmeal atw(a) ► 6 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST. SPACE 2- VANCOUVER PROJECT ADDRESS: SPKR ON JOB: 624 SUPPOPTr C)WANCE EE-WEM HANo9RE JOIST ARE SPACED 2'-0" 0.C. OR LESS. Irate[-Basad BTFt®F layout Tecta Jan Certification No. Corthkatlon(s)valid ttre , , WA. 98663 7840 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALE IN FEET HEAD CABINET wrrH MIN. 12 ;ARE HEADS TOTAL COUNT BUILDING 5 = 624 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 3 4. 5.1 5.2,1 5.3 5.4 5.6 5.8 .1 5.11 .1 SEE FP1 FOR HANGER DETAILS RISER DETAILS FDC DETAILS I�-6'-8" 5'-11 " 5'-S�" T-0 "�{', 6 BUILDING SECTION I-UNIT 1 BED I ! ( T o20 \ \ UNIT 1 B ED I I NR2..BE \UNIT 2 R 26ED _. DESIGN RCARUILTI ECR IA7_35-20I Rr 9-7_I t 1 3-21; 613 5- 5-8 -UNEP 1 BED 1 1*o- O /- _ 5209 - - dt / -.. / 13-21 -\ /-- 91: - n -( / 1 \ q him: n- -\ -1 53� s s 532 s D \ i / co • -^ /` 1-11 54 + .- �,, ,� 0_91, 5- 6-6+2 m 2 I 2-111 ID-8+2 - -- 4-S: 10-1 -_ --i=--- 70-3 1 0 I - 0 � 0 _ 1J g u Cl 6 11 c 9-N 8 1- -- ISit+r.'. ® ' .... vo _ I \ b ii I o _ - - EV I _ _ - - _.-. - N _ STORAGE -k- , 6-S 15-0'x'_' 2 8 1 4 10-0 N I 5 1 Q 3 212 z I I x , STORAGE - ^, I - I 5.B -- - -- - - - - - - - - - m m m m m m m m THIS AREA Tm �Od36 '� � ^b ^� Dalt �d ^b ^d 5-215 azz ^ ^b 0419 d "b tta7 THIS AREA FOR SPRINKLERS o o 0 0 o FOR SPRINKLERS SEE 4TH FLOOR 4-211 14-011 5-11+2 14-012 5-1112 ® 14-V2 S1.3-511 14-012 5-1P2 5-10+1 W1 m 13-1 2 16-2 2-10 14-0': h 1 2-3+2 1 1 13-0 7-6 SEE 4TH FLOOR / TOP - 3-0 1 7 g 2 10 --- 94,012 h 1 : \ 13-111 / 2 1 m 4-6 q z - �- 8 71 : - 2 i/ 2 _ 6'-5 it -1 _ -5 _ Ho r F 00-8 � I �1:2-21I 'I - I -I � _ .. /s,t 11L\ JL _�'� � ./-� -�/ I ® 3_ \ o _o - - -_..._. - � \ ! i i; - 3- 7-7 / , _.i:' _ _rrp .. - 0-912 , --. 5---' 1-11 2-4 6-4 --�0-3 0-9': ._ J_ 10-3 .-_.�10 _ _=----10-3 - 2iZ31= 5-1ia - 1�6 -\ 7-7 '� '_ _8-1- .. 12 0 0 --d � / Ib � / �q \ 1 0 /\ - i O T 1 0 1 a \ \ \ / N i 0 � 1 O 1 - ' \ Imo\ � /_ uNrr 1 seD N - N \ -r UNiT2/B1 m \ UNIT 2 BEq / I I I 2oa77 o \ _I us+Pf 2 B UNIT 1 BED NIT 1 BED ( I I I I o SNIT 11BED III ( I I I _ - 5202 I 5 2 I s-2oaF772-71-0-1m. I _ • 5-212 5.D - - - -- - - - - - - - - - h--6-8" - Loop Offset Change of Direction 1/4 L 6'-8" Long Run of Pipe .215L L "Min' 6"Min « 1/5 L 1/4 L KEY: FP1 EXPANSION LOOP AND OFFSET CONFIGURATION toScaleSca e I Restraints Guide A WNGENSSHGi,9L YE Pm GSwPWNO>.On2Ei,OF UMMLF OWFlow.'1191:1 U SH i V iIflNGS!FPWi651dWONEPI^.i41EWt ELEVATOR SPRINKLER 2ND FLOOR µos�� EWMMGTMEE2wgyo ,WE �Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE 4N6+MAN SYMBOL SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERAGE SPRINKLER5 CALLED FOR 11,962 SO. FT. 1/8% = 1' - 0" 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' 5.1 5.2 5.3 5.4 5.6 5.8 .1 5.1 .1 I I ALARM.ELL OR HORNISTROBE-1 BPP 2-1/2'SINGLEFDC 5'-11 " 5'-q" 7'-02"-I =\I//_ p0 FDC CHECK VALVE I ; 1 6� I 0 Ir RISERSTUB-IN j _--.- UNIT 2 BEQ� - I - 1 'r1 ' m ( 50 " •d - _ _ _ ' �� I uNRTM10 B� UNR 1 BED I I UNIT - BED_ I I UNIT 1 BED _ I / NIT 2 BE i 5-101 f \ I ( I -� 1 , I ® 7-3 ' .' ops i I /� 5-105 I 10L \. ---109 \\ I i I I _ _ St11 / i \ m 1 C 1 I D 1 _ _ 8� \ o I 1+ - \1� \ I ^ ( C 1 / \ - I 0 t I O m _1 �, I`.Ii I h l I - - 1 1.'_a`_ I - .. - - \ - - ( - - T� \ - _ - o, b 1 \ _ \ f L 9-7 I 1I 2 6-} 58 IT / � 5 O .n Ct 0 -4- 0575 \ / � � ___ _. __ ___ -__ _.__ -- � - / - � / I - _ ( - \ /- � ^ O �- � 1 T ^ / 6-11 2 - , 10-1 ( 3 0-1i 1 6-612' r _ - 1-0 d ;7= _ -. _ J ____ ____ I i I I 2 o / - - ( �- 1 - / 3--0 - ' 1 `59 2'x/ �' 1 ^` 6-21 -2 - -'\..15=012 �2 1 i .. RAGE (�5.�6� ^� � ^� ®_b + 1 _� 1 + _b CORRIDOR + ^g O THIS AREA a 5.715 1211, SETHIS H AFRLEOA FORSPRINKLERS o o FOR SPRINKLERS SEE4TH.EL006___- 0-9: 1 13-0 (5:C - c - ii - l J ✓: ��, \ ; L _iz i11 _+ _ \ TOR _i - - \ � !��g,. / -U71 M / A 1 _ - / �✓ 0 ' _•J _ - - STORAGE �, (�I 1j / A 3-0 7 Nv\ - 114 /6-6 311. TJ V 13-11: I// C O 2 4-6 � ) _ o - z B- 8-7+ © 2 ; 2 s 6-5 3- -J : I-5 3 84 x -10 5 m o T O 1 / 7-7 i 21 7-2 1 I 5 1 1t z 4, 6 4 \ - -10 3 x - -�0 3 - ��o-3 o-m: 51': 1� -e 1-- 0. J b ( 2 0 1 / \ \ % / \ ( 0 �-d / -m \ --d / �m j - - m =t �._ o 8 - 3 n -7 % - \ / ,��. - \ � Fl Zi w2- - --1 3 A / 10-2-/ -� 3 \ 271 - - /5-111 .-......� 1 f - �4 \ y3 -b-6 =---0- - - S-0•-/ - -- 2 Q ` N N I ! I / N ....... �/ N N I 1 - t NIT 2 EDI C / NNIS 1��C uNrr/2 BEDKI) _ I o LIR TYP a / o I \ 1 0 I IN ED 0 , m \ / 5-102 / I I 20 \ -106 0 9-0 WT 1 BED I ( ( ( I I I 11 I ( I ( ( I - ----... _ UN1T 1 BED_ UNITA / _ --- 2'-2" �R 2 ® � FT1 t@ED. I I 5ht4 _ .._ 5-108 � � � . I 5'-112" I I I ( I I I F G FPt 77506 PE l 5.1 5.2 5.3 5.5 5.7 5.9 .1 5.1 .1 10-11-2018-11-218 1ST FLOOR FIRE SPRINKLER PLAN �Rr L • o'�� 11,952 SO. FT. 1/8° = 1' - 0' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT SPRINKLER SCHEDULE & LEGEND 1ST FLOOR & 2ND FLOOR CHECKED BY: B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION FIRE SPRINKLER PLAN LY RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CNT POSITION FINISH TEMP K NPT SIN M G. MODEL S TCH. APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 217 PEND WHITE 155 4.90 1/2' GL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 9-2016 FOR PERMIT / INSTALL 33 PEND WHITE 175 4.90 1/2' GL4910 GLOBE GL 401 i R E STO PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION D1 32 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED CO .• THE FIELDS APARTMENTS PROJECT NO: 2018-TF-005 IN ENGINEERING TECHNOLOGIES nn a - -- 0123456-l8 16 0 24 PEND WHITE 155 5.50 1/2" CL5601 GLOBE GL RECESSED BUILDING Robert L. Knight Jr. Ji D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION SPKR ON SHEET: 311 ,,� ,m,mm2 2�yout Techlummul� nN•�•�•16�,�,1 o�6d ,h t t t-� ► 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: 624 is cert �1�I2chnig 12eeix) o. 00301 / LEVEL III 100164 04 / 01 / 2021 HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 5 = 624 TOTAL COUNT FLOOR 1 & 2 = 311 7840 SW HUNZIKER RD SCALE IN FEET (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 3 5.1 5.2 5.3 5.4 5.6 5.8 .1 5.11 .1 SEE FP1 FOR HANGER DETAILS RISER DETAILS FDC DETAILS T - T- - T T - 'T T 7--4. - - -T- - - T - •-T - T ? - �- - T - T -(- t - 6'-8'- T i 8" N BUILDING SECTIO O 1 I I I t I 1 EO IT,S 1 HYDRAULIC NIl'1 B D i UN• 1 BED INIT126W STAIR _� BFtD - 7� %" 5(403 j ( c I UN - I o /! ^ 5401 I 5A17 0 5 5 Q7 s I 54 1 I/ \, 4TH - , I y - i X73 /I I`, - DESIGN CRITERIA / IQI I - 1 /I s ` I I ! I / 1 I / ! m O I 1 N \ 1 j 01 I m USED ON THE 6TH FLOOR - ;/ « I ( � } 1 « « _ - _ � , a�' \I 1 / I IlenI 1, r IJ�. j I \ 1 ! I « ( I USE)NT•SE ALL PFRG 6 PETALLED N AREAS MANTAI�AT OR ABOVE 4VF ! - Calculation results for Design Area I - 4TH FLOOR UNIT 9 p / \6 61 -e 5 i , 1 t.3 r ( m: mz - 1&2 y \ , x ( 5�T s a S 6-0 , IAXLCM AMU PROP9CYNSULATED TO M4NTAN 4PF + - / •�.� I ( I ( I 1 pLL ! �✓ I ! i Q -3 " IQ I I I f ! -} y - 1 --' This sysrpm assMwnon FIRESTOP COMPANY company prim rw FP3 tlated 9/70!18 .a'a \ - 1 } 1 \' `T / i I , \ / \ i-0 r II } I \ ! •/ - I ( a � « I \ \ \ for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD o I O / / NOM /1LA.LAT ION WM 6 NOT N FRE SWKLER COWRACTORS SCOPE OF WOW \ / /; \I \ I / - contract no 2078-TF-005 s designed to discharge ata ate of 0.1 gpm tP(UmiN )of floor area over L \ 4 } m a maximum area of 410IF when supplied with water at a rate of 82.8 opm at 76.9 psi at the base of the riser. I I I I I I PP / I \ O 1 II I \ 3 Q / 1 q : « \ / Hose stream allowance of is included in the above. • \ � �� of I ( re ( -} Occupancy classification: DWELLING Number of heads flowing:4 Commodity classification: System Type: Wet � I IF I 4 - BLOWN IN INSULATION (6Y OTHERS) - - ' !y'G'` -- I ; 1 _ « _ ' I 0 q � _ _ : - ! __ __ � � _ - Maximum storage height: Maximum velocity: 77.4 ft's I I I N ( I- !}I I I } ( 10 6i }I ,27-4 i' j 2-2}� lo-V j x 1042 9-5': d 1 1 - 1 3 } 112101 /1� 1 Storage arrangement: BATF INSULATION BY OTHERS) _ n II Q Q QI Q ' 'Q r �, -`yw Flow ham IrvRack sprimders: 0 gPm Pressure Required at Source: 76.9 psi UNHEATED AREA _ ,- SPRINKLER BRANCH UNE i I, 1 ® _..,. ! ! / • r p ( ! -- Flow fr m m rink sprinklers: 82.8 m i O( I - -�I \, - \ L _ ( I / , I - o Ove Overhead sp la gpm Pressure Available at Source: 04 psi 1 1� I 1 I f Source: 271 Flow from i H 0 m Surplus Pressure hi Sou ce' i o Inside Hoses: -o0:e;egv 0..8..60•- 0:°°0ve<e8d^ I gP m PIX -- a e.e�� �•^.:e8.oe°°�....o 000 0000.•000:-"0.00.00;, •.6a 0.0000m80.08 .8>e^8 e°P18°. , 00.8.0.8.000 ...:e•:°8:8^:°,°o'°,SSD 00..0. 000 0.0008..08 '.� ` , a ! ,•,•e;:ossa.ve:a°r:;°=:{::e{e::.e°•:eas°s°ee°,aF` 11••11 Opts>^s^>e^ I : i i Q ! ! 1 -- Hoses:.•,e•<.° •° •�:<°°° ^^a=°,°.°°8.e•^°• •••. _ ow from Outsitle H 0 gpm ..°°.°.e•°•:.°08...- 8es e•.88'.e:e°` 1 ! n I H: F N / \ ! \ .08•°0e°°8e°•°.°.•.:• .••• °•°°°... •,:;.°• 0<°^•°••°•.^t•a ve:^r:a.,°°•°,°° o r: I Other fixed flows 0 qpm oe;°<:r°>°°00 e.0.0.•0 e...g`.8° a.BE^ Ra 8° e:e8°,e°ot.F•0<: I i ( o .0..8.0.80000 try °.080000e°^.°°88•=°.°.'°,.e8^.0oe•°0e•.. • o0a•0088°voe:F•. , t I I ,J, I.d I. j FI sa°°ve?�<ee=>:e>°.. ;S:°,°°°ee^°ae8:e°.° °»sa}:°.va°�°.•:•.•.•°.••••°°°°•^° r i - flow in system piping: 82.8 gpm 1111 ot00°°,°. a•.•:>° , I: I '. .F r /I / I O I } / / f 3-o I I - EV ' ; o 1 ;e�e:g•peva^ ^°•° °• e° e eg. 11 1- 2'x 0 _p t , , Add Conal flow atrbeyond source: 100 Doth °..:•0.0°°°° •,.,,e•••°°0oe•08• �IN I ( : I !: I I 2/ 9{F.A # &-ii x: 6-9 15-01: x 2 10-0 f t ,88�=e.°°•.•.resp<o°,°8DS>a j .°,°°•°,8•ee°°°°e°•°..••._ Cr, r; o I � _ I ! / - -,x ;/ - T f I w : 182.8 m ,.,rro.$<: =rr°•r>aerr88 I °,:0.,8.•,°•°°•°•••1111 _ 0 0-6 - i oral o al flows: 9P _ ORA - I RAG G pAG erre I..tl - _ , pp - ,� i .O m m TENONG OVER SPRINKLER PIPE BY OTHERS) /\\" I ----- 0 I 11394 O RID '.S. JOIST OR TRUSS PIPE HANGER I _--_. !, ,� i OI I ( I 1 O O 385 ,' O) 1 5 `cS' I O O I ( ;O 471 r alts i ` 2 �Ve ! 1 -PENDANT SPRINKLER : 212 ! 1 ! I ! I i 1- It-lilt ' 3-512 0 r 1 5-1 x m ,3TNx I ,4- 1 1 1385 0 I 1 1 Calculation results for Design Area 2 - 4TH FLR CORRIDOR "HEATED AREA 5.C 1 I 7-6 GYPSUM BOARD GEIUNG - '-- - - - - _ _ _ _ _ This system as shown on FIR NY com an t t + I I ! /� • - �- - 1 + /� . ; - --- RAGS' for THE FIELDS BUILDING 5EST COMPANY 7840 SW HUNZIKER RD Y �( _I r�,� - -- � .• y' OP COM pnn no FP3 dated 9!10'78 ,I'- \ ! \i 5-U41 'Ln,. a F' - `�' (-? - :o centrad no 2018-TF-005 is designed to discharge at a rate of 0.1 gpm/IP(UmiNm')of floor area over I - ! V ! I/ .1 r a maximum area of 2W when supplied with water at a rate of 82.5 opm at 85.5 psi at the base of the riser. : ! ',.,, it I w 1 I - 1 N IPV \ - 1 Hose stream allowance of is included in the above. TENT INSULATION DETA 7 x ,a 2 ' __ 3 , ,37x , ' z_ _ 6 pa y g 1 i ! « 1 i / : I x « ! �- }-T ! x 6-5 ' J- I L !! ® 7 2 - z 6-5 y x II '" 5- I _ Oau nc dasslfication: LIGHT HAZARD Number of heads flowing:4 1 ( Y \ I « t I / 1 \ I \ /I 1 ,, \ i / ,..z 1 : - ! I-U I „), Commodity classification: System Type: Wet OPTKTV 1-PIS SCALE A05 I -� (' F_ 'v __ _ _ Maximum storage height: Maximum velocity: 17-33 We x \ /' O Imo. - - 9 : tY � 1 �i ! i I i -+'� ! 4-0'2 _I Storage arrangement: 01 1I 9 I USS)*ERE ALL PPAG 6 PETALLED N AREAS MANTANED AT O4 ABOVE 40F - ! I / o - ,, !\ : - I - Flow from Int-Rack sprinklers: Ogpm pressure Required at Source: 175.5 psi I I ACLLCYYC'AREAS FROP9LYNSLlA7HJTO MANTAN 47 PL I j I ( I QUI VI }I I P } ^N I I I o I( ! (�I .7 ( O ! ( } nl I }I Q �' Flow from Overhead sprinklers: 82.5 gpm Pressure Available at Source: 104 psi j rn / I / - - -- I I • - - _ ( '� ' I I / ( - - ,a- ! '-• I I r r,=- • Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 18.5 psi NOTE /ULATION WOW B NOT N FEE SPRAKLER COMRACTO.RS SCOPE OF WOW _ C� C � _ 0 \ \I ` � I t 12 \ \ % ' - 12 7 _ 9P ! / ! I W. Flow from Outside Hoses: 0 m 1 I - I :. : !' Other fixed flows: OPpm 1 - Total Naw ins stem in : 82.5 m - 7-00-P1 ( 1-11 0-114 ' NSUATM-7ENr OVER PPE NIIH V150EEN TO _ - _ I I / « i / Addhional flow aube ontl source: 100 ppm COLDAREA I« °P '" I I / ! � ( I I II I I I 1 \ ( � Y SIAUCTUE AWDP`LLMPit SE NEEIVPPEAAO�NG i J, d 1 2 m SR «1' d �o -0 / I m 1 I^ \ I - i rj I I I / I/ ( m I d i \ . O . } ( ^b / \ i / / ^ r \ ( ! O ,} 1-0 \ ^ I\ ! ! / ^,� I I (,� ! Total of all flows: 182.5 gpm I 1 Q I- I s - I ° P ( «} \I I I I I/ \ I I 1( 10 s} s"} I o I - I1� \I I O ( IIQ I I N \ �� r I 'n/1 I \ I N I 1 1 I ( I \ 1 T•/ 1 ( N N I I Q O AR pocKET Y>517i.®V i - U 2BEtl 1 I i \ \\..11 / B i UNR �l 1 ! UN 1 - 1 SPWJCLE7I PRA3 7D STAYAS CLOSE TO I/ SS aD I 54 2 B OD \ I NIT D 1 _ I U BE j co BOTTQI(CFIO/CSASPL'LOB.E FFAIIDARFiI 5 0 I I I 5. 08 54,0 ICs I 1 4162 5 4 11 TENT N S U A T O N D E T A f�-6'-8° 5'-11 ' Loop Offset Change of Direction _ 1 _d- 1 - I DA - art _ vaL L _ �• _ �, �" L _ � _ L DA Area:410 2/5 L Long Run of Pipe OPTION2 SCALE MIS I - � 1/2 L 11'-8" 6"Min 6"Min • 1/5 L 1/4 L KEY: FPt �EV5.7 5.9 .1 5.1 1 EXPANSION LOOP AND OFFSET CONFIGURATION two Scale 1 Restraints Guide A 1NNepJ95M0.ip MlYBE%ACECNTIEL•>]P.OrFBE*,aF OlW0E0F ELEVATOR SPRINKLER 4TH FLOOR nRE=1xxllexO DI PIPNaeLiPoPr6 WWN ERP Ee4 W91HId'iAVO51wL01PECI Wk MNEAEMr Ma MEIXPMIIX.'NiWP. �Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SP INKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE TIE 1NEH PLAN SYMBOL = " SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE SPRINKLERS CALLED FOR 11,962 SQ. FT. 1/8' = 1' - 0' WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. MAX SPACING 20' W/ 10' MAX OFF OBS. MNIMUM SPACNG BETMEN IEADS IS 9' 5.1 5.2 5.3 5.4 5.6 5.8 .1 5.1 .1 I I I 10'-E> 11'-6" 7'- 6-8 5- 5'-112" �,- " 7'- •� _ 6, V 5.A Calculation results for Design Area 3 3RD FLOOR UNIT e - - - - - - - - - - - This system as shown on FIRESTOP COMPANY company print no FP3 dated 9110/18 1 1 1 1 for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD -. UNIT 2 BED- - '^ I I UNIT 1 BED - UN_. 1.BED __ ! I I I Lam. UNIT 1 BED IT 2 BED , -.-.-- ^ _ !ab, --- ---- -- - contract no 2018-TF-005 is designed to discharge at a rate of 0.1 gpm/0 (UmiNmz)of floor area over 5-305 5-307 / \ ' ' 5-311 - ! 5-313 I ,�; . a maximum area of 410 tit when supplied with water at a rete of 81.1 qpm at 72.9 psi at the base of the riser. o 5-301 1 -� _ ' --}1 ,= 7-3 j �� �. �. • -UNIT"ED- \ I 1 .�_ "- -__. ?�N Hose stream allowance of Is Included in the above. m 1 Q 1 Q - ^ / \ I o ^ y / \T..� _ / \ j' - 1 _ y / \ r I _" Occupancy dassf!cation: DWELLING Number of heads flowing:4 ^g_. ., ( « ' f- I ^b; I I ' lel I - �( }--a'- ^ ^ 0 /-- -- } - _ O 1 __ ( m Commodity classification: System TWet 07� 7� 5- 9 Q o-,� 0 O - - - - - v cp "L v \ �-/ 4 - Maximum storage height: Maximum velocity: 17.04 Rus - Fill / n Fq \ _ / / « 2 ^.r5-I- d- Storage arrangement: 8-7 i 48 1 / 0 5-(P4 5- 5-6 NR-18ED 1 I 1 lilt Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 72.9 psi r - - 10 /� r 94 11 } 1z-\ 0' -6-1012 - - 11- -- --- ----_ S72 5-3 5-6 5-Y 5-0 Flow from Overhead sprinklers: 81.1 gpm Pressure Available at Source: 104 psi 1 + \ a I Q \ ^ , a 5-303 x `• v' \ Q � \ Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 31 psi ,n ^ / 0741 4_� '� / - / /- \ / _ _ / _ - _ - now from Outside Hoses: 0 gpm } 0 \ O � V / � �� I \V / � ____ I / 70 O r` Other fixed flows: Oppm 0 LIT .._.� _____ 1 _,. -- r 1 \.\ �� Total flow m system piping. 61.1 gpm _. ^ _ 9 x o I-`-°-I _ .�_ « fir,, _ .- - ^ �� - " � - « �� --- N _ Additional flow aube and source: 100 point 2-2 5-3 7 \ - \ \ '_'\ \ -L Y 1--: - � I f To[aI of all6ows: 181.1 �xn ; 11 1 1-1 - 1 4 --- 0_91=- 6-612 11 2-112 10-811 - --- 0 5'i 10-1 --- 0-�,�-- 1� m / - \\^Jn , (vim - .i • 4 'i In i !� �_ /�+ -__- i I- - }Pe. ___._ / - \ . II r\ } Calculation results for Design Area 4 - 3RD FLR CORRIDOR - - .. - - •' , "' 3-0-- This system as shown on FIRESTOP COMPANY company print no FP3 dated 9110/18 3-0 ! ' 101: 5-9 212 ! 2 for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD \ ! , EV 6 12 1: 9-fit: 8 !; x 8-11':11 6-5' -15-0.1 �*�2 8 4 10-0! 2- 5 / i `- _ 4 17r ! "i __- r - ` o ! \ ---- _ ----\ - contract no 2018-TF-0OS is designed to discharge at a rate of 0.1 gpMfP(UmiNrrR)of floor area over I -h- �-\ ORA -}...- OR f --" - `1 RAGA ' "3 -r- - RAG... T '6 - f 1 n ,--- ! r r y;---= \_J a maximum area of 462 B when supplied with water at a rete of 81.4 corn at 67.3 Psi at the base of the riser. 5" _ _ _ _ _ _ 5-U3 _ - - _ - ^--y _ _ _ _ Hose stream allowance of is included in the above. RRI ro e .c , .+ 1 i� Occupancy classification LIGHT HAZARD Number of heads flowing:4 THIS AREA F+8' ^b b flo m16 fit 404 403 -b g ® a o1 0 FOR SPRINKLERS 0124 O p 5- a b 0316 THIS AREA Commod ty classdication: System Type: Wet t o O o FOR SPRINKLERS Maximum storage height: Maximum velocity: 17.1 TVs Storage arrangement SEE 4TH FLOOR 4-2+2 20-0 14-07: 5-1111 ® 14-64 3-512 0 0245 5-10': 7 m 3-1'1 ,6-2 ^239 2- 0250 14- : 11' 2-3' 6-8': 13-0 7-6 � SEE 4TH FLOOR Flow from In-Rack sprinklers: 0 gpm pressure Required at Source: 67.3 psi /\1 TOR ^ ___ �. , w , , ! R! % Flow from Overhead sprinklers: 81.4 gpm Pressure Available at Source: 104 psi V I Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 36.6 psi \ ..5-U31 „ i - ! +I _ 7 - - �/ - �ti Q Mt , _ 1\ is Flow from Outside Hoses: Ogpm « - �;'} • \ TORAGE o - Other fixed flows: DODrII M r N - - U 4 ^ : ^ \ i . N I ^_ ^ a v` - / / « o y, 2 _ B-5 3- 4 x t Total flow in system piping: 81.4 gpm - -�) - 3-0 7 I x ,0 : x = 4- 1 2 13-14 / 2-1 4-6 x 6- 6-1 2 1 : 6-5 3- ;tl : 5- 1 - l_. _ Additional flow at/beyond source: 100 point ( - N HO I I x^-1-0 / Total of all flows: 181.4 gpm \ - N o _ - N .1-� \ : \ \ _ -_ _ 0261 i i - � Orli 1 f _ ( O I� O _ - 7-r/ -pli\ I - X0-3 / 091: - I -{ -15-�j- / 5 1_� 2-01 - 6-4 / 0 1}1x\ w -10-3 I}9z2 - t _ 10-3 Z'1�=15-I4 / \ 7-7 --A• -ff-}- - + N \ \' �/ (-CT IO } - \ ( OIL - 3 }� 262 °o d i 3"6 3 n \ ! \ 14 / /�� \ =2{t /. n / \ 3 \ 271 - p Q T4BD 1 Q -h/ O O e - 1 /. _�1 @ED -\ NR o tarn I \ I I N N --1-- - o .-- 5304 - \_ UNR, BED 1 ( j ,g-p ---- j j j j j j UNIT 2 BED _ 5-30 I : IST BED UNIT 1 BED 1 � I I I I _ OB • -310 C• j ._ . I � I I ® I -5-312 6'-8'- DA Name: 3 - 2 I DA Area:410 I I I f FP1 5.1 5.2 5.3 A 5.5 5.7 509 .1 5.1 .1 � til 77506 PE 3RD FLOOR %10G�ON1o18 FIRE SPRINKLER PLAN °0•a� 11,962 90. FT. 1/8' = 1' - O' EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT No DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND 3RD FLOOR & 4TH FLOOR CHECKED BY: B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS O FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 218 PEND WHITE 155 4.90 1/2• GL4910 GLOBE GL RECESSED ESTOP O . TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 9-2016 FOR PERMIT / INSTALL -� � 33 PEND WHITE 175 4.90 1/2' GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION IN 34 SIDE DRY WHITE 200 5.60 1• GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-TF-005 IN ENGINEERING TECHNOLOGIES _ 8 012345(o7& 16 0 25 PEND WHITE 155 5.60 1/2` GL5601 GLOBE GL RECESSED BUILDING S The itieta at this orianhatba III W � SPKR ON SHEET: 313 «p Robert L. Knight Jr. CK D , SIDE BRASS 200 5.60 1/2` GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION b certi0e4 is the tecuofcel az+e(s) V ► 2 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST. PROJECT ADDRESS: KKR ON JOB: 624 ° Tater-anew 3„tan1 layout TmLaiaee�tim No. CaOfraatlaa(s)Valid 1hvBE , SPACE 2- VANCOUVER WA. 98663 7840 SW HUNZIKER RD 00301 / LEVEL ILI 100164 04 / 01 / 2021 5GALE IN FEET 1HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 5 = 624 TOTAL COUNT FLOOR 3 @ 4 = 313 (P)360-718-8604 LICENSE OREGONI183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 3