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Plans (50) FPS2018 -00149 ( 2/2 ) / / GENERAL NOTES= UNDERGROUND PIPING NOTE' / RECEIVED OFIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN / ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS DEC 17 2019 AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 FIRESTOP POINT OF CONNECTION a 1T-0"± INSIDE OF BUILDING / / Q FIRE SPRINKLER SYSTEM BE MONITORED AND SUPERVISED / CIN OFTIGARD BY THE BUILDINGS FIRE ALARRM SYSTEM. BY OTHERS THE FIELDS APARTMENTS BUILDING DIVISION ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY / / / / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ®ALL 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 COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. TO BE FULLY SPRINKLED / / / PER NFPA 13. s ALRINWELDING NGKLER PIPITO BE DONE BYTO BE HUNGAA CERTIFIED WELDER IN A / FABRICATION SHOP PER NFPA STANDARDS. AS PER NFPA 13 , 20135 AND ALL / / , _ _ r / Q7 SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per NFPA 13 STANDARDS AND LOCAL/ / / ©UNDERGROUND AND ABOVEGROUNDQUIREMEPIP NG NTS. BE HYDRO- STATE AND LOCAL CODES AND ORDINANCES / / Q STATICALLY TESTED AT 200 PSI FOR 2 HOURS. / / / ( ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE / / /' _ ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. to ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. ,t SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. 12 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME MATERIAL NOT REQUIRED. 10-0 ee e e e e m ® ® ® e m / / \ �� \ �� / o o 1a 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 0 rj' I ° FLOOR AND ELEVATIONS SHOWN AS ['0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. is PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 / _ O I ° AND / OR ASTM A795. BLD k 1I / A .Q�, ALL UNE PIPING, ARMOVERS, DROPS AND SPRIGS: BLDG 1 C Y V �C� ' I ° O CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. SG 3 I L UB \ / / / i — —� / ®®® � i V ,7 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED � 47 83 8 S F I BLDG 2 HO l�S E I / r =_=o o§�_PgLLL 3 i i � CONSTRUC110N, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 8 342 \ I ® `�� I ° NOT MORE THAN 9' FROM ANY SINGLE WALL IN LIGHT HAZARD ONLY. 40 -� 3 S F �T/ •y // / ° AS PER NFPA 13 8.6.3.2.4. 222 S F I I � _ II tLAND NIGSLOFSARE NOT NONCOMBUSTIBLEIRED UNDER CONSTRUCTION AND NOTUSEDFOR 2 I I I �� II ° STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. s ° ,s SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. F 8 ONFPA 13 8.15.1.2.1 & 2. ALL CONCEALED SPACES ENCLOSED _ +� j 0 WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION BLDG 4 II O SHALL BE PROTECTED BY SPRINKLERS. i 1 ° 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT 3 — — I I 48, 990 SF a BLDG - II ° � � ° POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE + --_--- — o 0 0 o m 567 608 SF II I 6 UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END _ _ SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN ® m _ _ = d A _ II � 12" NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING PENDENT KEY NOTES : o o e m o o — _ ±_ — m o o o m= ®® m® o II d ARM OVERS SPRINKLERS EXCEED 12". AS PER LING ANFPALL 013H9.P2..3.5.2UPPORiED I — 92_0+ — __— _ 4" C900 28-0± I I m e o — 276-0+ —=— == ° _ _ ® ®e o _ S 11" 11 4" C900 44-0± 200 = = = = , 3` 4" C900 43-0± � � m� �o oe� ®® ®m ®o o —0± � SCALE IN FEET � 4" C900 46-0± >v FLOW TEST INFORMATION �� STATIC: 104 PSI �•'�� W e VICINITY IAP 4 C900 106-0± RESIDUAL: 100 PSI 4" C900 46-0± SITE PLAN FLOW: 2500 GPM PROJECT66) NTS _MB._LY_FO. _0RS x LOCATION SITE - 1" = 50'-0" CITY WATERSpaces � CORRIDOR FLOORS 1-3 8.15.1.2 Concealed S aces Not Re ulrin S rinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1-3 TYPICAL R ASSE ALARM BELL O R HORN/STROBE 50 0 25 50 1 D0 WYATT FIRE PROTECTION or similar Concealed spaces formed by ceilings attached directly to ti n. 6 in.of wood joist DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require spookier protection. FIRE DEPARTMENT CONNECTION ORIF CE:ROUND: 8" CIRCULATING TYPICAL FLOORS 1 THRU 3 4" T avE.rwx 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood joist 6" FIRE HYDRANT ASSEMBLY PER TIGARD STD DWG 542 construction t hew directly c onto metal channels not exceeding 1 do i depth,provided the joist channels are firestopped into volumes each not exceeding 160 ft3 using materials I. equivalent to the web construction and at least 3 1/2 in.of batt insulation is installed at the 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 shall not require sprinkler protection. w.w. UNIT 8.15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted. "•"^^ ^ TYPICAL FLOOR 4 kis.. 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 a SW H `^ bottom edge of the joist of the roof or floor deck,provided that in composite wood joist a uoZ�ke construction the joist channels are firestopped into volumes each not exceeding 160 113 "'" `" r4'a �•. to the full depth of the joist with material equivalent to the web construction,shall not require sprinkler protection. " "'> 7 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 ft2 in area shall not require sprinkler protection. * a RESIDENTIAL DESIGN CRITERIA FOR NFPA 13 SYSTEM DESIGN BASIS FOR 4TH FLOOR UNIT 11.3.1 Residential Sprinklers. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 11.3.1.1 The design area shall be the area that includes the four OF SPRINKLERS IN THAT AREA: NOT U:SS THAN TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. PENDENT SPRINKLER LISTING REQUIREMENTS:102.5 SO FT ER SPRINKLER r Nt MNAL■DTH 1 ST-4TH FLOOR I— I11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for 16.7 PSI @ 20 GPM CORRIDORS & = buildings having unsprinklered combustible concealed spaces, USE THE FOLLOWING FOR CALCULATION: STAND PIPE(S) I 4 AD "'A as described in 8.15.1.2 and 8.15.6,the minimum design area of- 200 SQ FT PER SPRINKLER ` sprinkler operation for that portion of the building shall be eight 21/2'FR61 THE LINER EIDE i-rtlET+s sIPPaRTRc BW LINES sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP SMUT son SINO NOT TTNDR LESS r tib 1�\ SIZE OF DESIGN AREA DIVIDED BY THE NUMBER yW.SXI, 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: A.T. AIM w�n�SCREW ta1Nc °w �" room design method is used,the following shall apply: SQ FT OF AREA: 410 / 4 = 102.5 SQ FT PER SPRINKLER UP TO 0 0 ® RISER KEYED NOTES •m.," — — — — — — — — (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: a minimum area of sprinkler operation of 3000 ft2: 16.7 PSI @ 20 GPM 4 IIAIYIA IINo 01 � � � � EEEE1ErE`E''•EE E °° r:.EEEy":EEE?EEEEEEEEEEEEEEEEEEEEEEEEEEE:EEEE? :tK EEEE°EEEEEEE E°EE:: • .:: F— 0) Li ht or ordinary hazard occupanciesancies where USE THE FOLLOWING FOR11.0 R CALCULATION:4 t 41 SCH 10FROMSYSTEM RISER 242- EEEEEw HANGER TMG W noncombustible or limited-combustible ceilings are attached 200 SOFT PER SPRINKLER 3-61f 1-3 2 4°6RVD FDC CHECK VALVE TENT INSULATE PIPING ON 4TH FLOOR M to the bottom of composite wood joists either directly or on to WOO VERTICAL 11M AW NOD WOD 1gWGmAL roue aiw RW 3 4-11JAY SWAY BRACE • TOP OF RISER 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 aFiwELE TYICIGTN NKIMd 1°I°EtA1E ttao6 "IbiM MKINA "°e°� 4 ELECTRIC ALARM BELL OR HI013J/$TROBE O ad acent oist channels are firesto ed into volumes not mp G• w• r-2VY BEV, r w• r-s• NRIeED COAMDOR ex.eeEn I I PP SIZE OF DESIGN AREA DIVIDED BY THE NUMBER WTG6-3eE 2M W4• tIG1!-YO ]N• LY 4• I 5 V2' BALL DRIP ASSEMBLY f— exceeding 160 ft3 using materials equivalent to 1/2 in. OF SPRINKLERS IN THAT AREA: /1 X C CONNECTION SQ FT OF AREA: 430 14 = 107.5 SQ FT PER SPRINKLER warm a• IW r-4• an So a � gypsum board and at least 3 1/2 in. of batt insulation is 6 2-IR X 1-14"SIAMESE FD SAMMY SCREW WOOD HANGER ASSEMBLY ® to ;7 — Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: N T s ALL ELECTRICAL WIRWs BY OTHEFro _ 0 is attached utilizing metal channels. 16.7 PSI @ 20 GPM + SIGNS AS REQUIRED / USE THE FOLLOWING FOR CALCULATION: r RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING 11.3.1.3 the minimum required discharge from each of the four 200 SQ FT PER SPRINKLER ©D T �4 f S "a*I•ED r;«+a"CR UW28" hydraulically most demanding sprinklers shall be the greater of the following: DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 & 2 TYP) (1) In accordance with minimum flow rates indicated in PARALLEL TO JOIST OS v _ individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER ,WN,* OF SPRINKLERS IN THAT AREA: PPE (PERPBiDICIAAII SIMILAR TO ELDYO wood BEAM �p (2) Calculated based on delivering a minimum of 0.1 gpm/ft2 SQ FT OF AREA: 430 14 = 107.5 SQ FT PER SPRINKLER DOUM FASTENER STRAP SDE MgMT WOOD TJ Oir.Ei"z.o HEY IEAD FASTENER over the design area in accordance with the provisions of 8.5.2.1 or 6.6.2.1.2 APPLICABLE 16.7 PENDENT I@SPRINKLER LISTING REQUIREMENTS: WOOD TW wooD muss RESIDENTIAL SPRINKLER ON CPVC PIPING ZAESIDENTIAL SPRINKLER ON CPVC PIPING PS-EDCkT1D -Z WIS. w NDCA eNt3eEe 200E SQ FT PER SPRINKFOR LERCALCULATION: ETrEIN JISTS /10 HEX HEAD SCREW omen Tel a"HISSER (tp 9Dmlle RaIwD) PIPE PARALLEL TO JOIST �"'i'°" FDC DETAIL • o DOUBIE FASTENER STRAP HEX WA FASTENER 13 3, " — >' — Q" .1,w,.°P.. � 199 RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING O BEAK ETC. �M�LTc�. CPVC NO BLOCK HANGER DETAII. OMT/BED LORPoOOR UNTEBED n eLoaDNc N T S KTim JOISTS TA10D snA1.ffAAE Etc PPE PERPENDICULAR TO JOIST Wx F ASTM DOUM FASTENER STRAP In FEN FASTENER "` A BUILDING SECTION OFFICE COPD aTu1 FASTMER slRrr - 7 1/8• -r - o• ea�E FAemER STRAP .DDD TRUSS,BEAM,EX CPVC STRAP THE E PERM/ DOUBLE STRAP PIPE HANGER 7HE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION N T S TABLE M TABS N DOCUMENTS AND OTHERCity of Tigard HANGER Is m�ARD aST e� s�iNCLE R FIANGER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM Appr ed Plan REQUIRING THE CORRECTION B Gate :�-_V.-2-'0 N N uN N I U OF ERRORS.OSSC 105.4 y JOISTS FINISHED CEILING LINE T D IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT WOOD FRAME CONSTRUCTION °'C N ,SITE PLANSECTIONS, RISER & MISC. DETAILS M MORALES IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND CHECKED BY: CPVC HANGER SPACING NOTES: AS PER BLAZEMASTER PIPING SPECIFICATIONS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER 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 470 PEND WHITE 155 4.90 1/2" GL4970 GLOBE GL RECESSED FLINGER SPACING HEAD DROP HEAD DROP WHEN TILE 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 <14 PBI > 3V <1o0PBI )ICOM OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, 65 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 I R E T P &* 5V 4' IV Ow ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER t ,0/20,9 ADD CLASS I STAND PIPE THE FIELDS APARTMENTS r eo' teo 4V To' ov NATIONAL INSTTTUTE FOR CERTIFICATION D� 82 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED PROJECT N0: 2018-TF-004 1V4• aw ev 5V W To' THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES0123456-15 — BUILDING 4 CONSTRUCTION LS TO PROVIDE VERTICAL RESTRAIINT _ a 16 0 34 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED 7 R m m 2V The made of this orpdmtim Ehor that p� 0 SPKR ON SHEET: 2117 STV 7Q 70 rw TW OF THE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Kni ht Jr. L J^ 5 x^`^yty-x D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AU i OMATIC FIRE PROTECTION a VW 7a 70 2v TW THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR IS ennead m the tacbmimai•EEE(E) V PROJECT ADDRESS: SPKR ON JOB: 659 : t ta1�1MI�a HLeNGI�e JOIST ARE SPACED 2'-0" O.C. OR LESS. Tat—Bond Systeme lomat Technician Oerllemtlm NO. CmileaWs)Valid Thre � „ -, o.o0 1/2" RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 -767o -78n SW HUNZIKER RD 00301 / LEVEL rII 100164 04 / 01 / 2021 SCALE IN FEET WD INET ikMIN, 12 FADS T Tae c UB36Bu gree a L6Fff6 GLOBE GL (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 4 4.1 4.2 A 4.4 4.6 4.8� 4 10 4.1 . 1 SEE FP1 FOR FP1 HANGER DETAILS I BUILDING SECTION I -11'-7 HYDRAULIC HYDRAULIC �6'-a• s'-„ 7- DESIGN CRITERIA • - UNIT OBED \ 1 UNIT 2 BE .... I UNIT 1 BED UNIT 2 BED- 1 _ i 2'. 1 / _ _ - - UNITIBED I I »ED FDC DETAIL NIT - / - - 7142„ SEE FP4 FOR 00 ° _ _ _ _ _ _ _ STAND PIPE DETAILS - i >Fi 1 , I Q : / \ N-6 -_ 1 I Q / �- t q �a - 1t 1 \ O /- t1-711 - 1-q Q 1 1 / 1 -' 11 -I Orr - - 6 0-9+1 1- 'J 1 , 1 5-e 1 4-.\/ - P2 A - \ - \ \ N % \ / -- - " ' a`\ _ a 6 7-10 _1ss�'+1-- to e 2 2 /- 1917 -z-o 4-711 10- : ga 17 .- .......... ..... ...-__... - .-_ -I- 8-- 11-Q -_._--- -_ -_ II -�- e- 11-Q -� -^' 1- ' '. \ _- - _.... • -°^RY is o, ... 8_6. - -.__...- .......I \ STORAGE Revision clouds includingthe revision _ number must r Item at nu be be shown for all items that : I -� / - ;/ ! -1 II BT9RA " _ _ - - ' - have been revised. This applies to all N1 I: V :F'1 n _�-'I -`moi !j ¢U `moi : :W/ n- N i 4.B -_ _ - - - - - - - - - - sheets. SEE 4TH FLOOR ® 1-6 SEE 4TH FLOOR Update all building plan backgrounds. I FOR SPRINKLERS o 211 0 15-61 0. 1x1 8-Y 1 2-7 12-0 11+ O 1 1 11= 0 5-0x1 ,,1 15-61 71z o-1 17-9+: 1 2-61: 2-10 0 3- 1 FOR SPRINKLERS THIS AREA ee 1 eo m m ee I .o e- m THIS AREA Christina [+8' 'd d 2 -b , - - - - - 4.C �I !� n � is � I �`/ : / - 3 - - �- �- - , - _ " U22 19-711 11 7 14-671 -0 - ` D-6 O i! ^ /I _. '� O� �- 3-0 � I 1 1 �, 7- IB-911i I � 4-216 C3 1+ u. ( 1 _ O-11 �- 1 X11 - - - / R / _ 1 r;2-3 / 9 \ " 6-51 7-11 �e --0-2- - �--� - 6-73 / 1 1 o-n - - ' L T- - - / >- I - - L I - -� -G- 2-6 7 UrF 4- ¢ 1 I O - �1 _ / 1 O 10 / \ / - 4-\ - {- 1 1 -\ 1 8-11+x 11- r- 1 \ 1�_\ __ -0 : - - 97 \ "/ , 1 7-71: \ I \� - - _ \ a" /- - -I, \� \ r" / 1 - \ " / O \ sr j \ _ -q _ - - - 1 \� N \ I _ • _ 1, \/ // it. O�P' UNIT 3 BEDI ! / \ / 6J T tBE tBED \ UNITS BED �'UF�R 1 BED ! ( I FL R SY EM pISER � I `J 1 4 20 I 42 1 ly STAND PIPE RISER �5'-J-6'-7 • f5+_71-�I Rotate location of hose valve and controls away from the Loop Offset Change of Direction window. 1/4 L Lon R n of Pipe 4.1 Ev 4.2 4.3 Christina K,Otak 4.5 4.7 4.9 .1 4.1 1 4 `2/5 L 12 L L ELEVATOR SPRINKLER 2ND FLOOR 6"Min 6"Min 1/5 L 1/4 L 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 MCH PLAN SYMBOL i � The shaft has been replaced EXPANSION LOOP AND OFFSET CONFIGURATION ®Hanger or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAYrelnc�a ewro.mar•oaowee❑ Not to Scale IRestraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EKED COVERAGE SPRINKLERS CALCED FOR 12.250 SO. F r. 1/8 - 1 - 0 with Closets at each level. PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. Provide sprinkler head. Expansion MAX SPACING: 20' W/ 10' MAX OFF 055, Christina K,Otak. 1 MINIMIM SPACING BETWEEN HEADS IS 9' Confirm whether a sprinkler «1 4.1 4.2 A 4.4 4.6 4.8 .1 4.1 head is needed under bridge. FP1 Christina K,Otak I I I ® I '2 1 r UNIT 1 BED \ I UNIT 2��\\ Iii I .I TYPE A I 'U TM2 \ I 4-109 - Z 0 - 4-111 1 1 _ UNIT 1 BED- o UNI BED m '\O BE i O - // \\ . -" / --- m 9-7 1 1 I 6z / 11-8 _ 1 z I 1 / it 11 1 1-71z 1->� 1 1 / 1 _ 11 I x1OU- _ O r. 1- 1 / " - �- - 716 - 7-10 1 1-9 8- 6-31: q - 1-0 - _ _ � 11 OLLI � u i --4\ 1 M66] 0 L _ 1 8-511 3- 13--wd t- + 4-10\ / �-/ __ __ v_ 1 �- L ._�� STORA i i. - F �1 13-8 ,__, --... .. _. M / ��. � � � FYI ' ✓ % ..L/ N � � - I i -.. -� ___ -------- - - us ! SEE-4�HfC(10R ® m 1-0 SEE 4TH FLOOR- FOR SPRINKLERS ® 0 21: 0 15-61 O. P1 6-3+ 13 1�- 2-7 12-6 ° p1 © 1 6: ° 1x1 - C R9�R1 15-04 ° Pz 15-0+1 ° T: 7 17-61 ° 1 2-6x1 ''.12-10 0 : FOR SPRINKLERS THIS AREA _1 m THIS AREA M U,2 LLkLtJT - 7 36 1 - n1 -O \ 1 4-61-- 7 5-n+1 1 �,, 1a - I g-6 I I I n " • ^, - - / -- OJV 1 n.' I Y � i I O ^IN �- 1 I t- , Lilt=- T 0 L 7- T - - - - - -I 1 �- O 4-3'1 / _ ' \ L 1 col 11 o o 13-21 - \ -- 911 � "/ t : � 72711 --- �q 11- ---1. �-' 1 I - - - ! ,b I ( r,��, Q '7•- \ /UNIT 3 BED! N N d N \ / NMissiles 01 I O N \ _ '60 - \ h iII - UNIT 1 BED �' \ -UNIT 2 BED \ tT 1 e> - ��, '9nllr 2 tsED ( tndrr 3 Bre 1 - - {11S STU N ( � � 4C4. - 1 t -6'-8" 5'-11;• /It�� CD VEI 2- SIAMESE FD - 5'-5�" 6'-7" 5'-7j-� ALARM ELL ORHORIUSTROBE Update building plan backgrounds.The hose valve does not work in the current location because the Closet 4.1 4.2 4.3 door i6 there. Christina K,Otak. 1ST FLOOR FIRE SPRINKLER PLAN 12,240 SO. FT. 1/81 - 1' - 01 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: BKNIGHT 1 ST FLOOR & 2ND FLOOR IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND CHECKED BY: M MORALES SYM CN POSITION FINISH MP K N SIN MFG. MODEL ESCu c . FIRE SPRINKLER PLAN TIGARD FIRE MARSHAL RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER OAPPROVAL. SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 234 PEND WHITE 155 4.90-1/2- GL4910 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" GL4910 GLOBE GL 401 ESTOP C O PROJECT NAME: SCALE: AS NOTED 10/2019 ADD CLASS I STAND PIPE a 40 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED • THE FIELDS APARTMENTS PROJECT NO: 2018-TF-004 NATIONAL INSTITUTE FOR CERTIFICATION BUILDING 4 IN ENGINEERING TECHNOLOGIES $ 0123456-10 16 0 17 PEND WHITE 155 5.60 1/2- GL5601 GLOBE GL RECESSED The reearde of title or=eaimt=.0 aho-that �,p SPKR ON SHEET: 329 Robert L. Knight Jr. 6� «"'9cO-y D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION u certiNe'l in the tectuiml&*1) U ► 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 laterNeeea System Layout hehniam Catifirntion No. Cati6m8m(e)Valid hrn 7820 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SCALE IN F=EET IHEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 4 = 659 TOTAL COUNT FLOOR 1 dt 2 = 329 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD. OR 97223 DRAWING NO: FP 2 OF 4 Given that this head is 40'plus 4.1 4.2 A 4.4 4.6 4.8 .1 4.1 1 SEE F P 1 FOR above grade,will it trigger in time if a fire were to breakout at FP1 HANGER DETAILS ground level? Same question at other end of building where BUILDING SECTION electrical gear is located? I I I I 1" HYDRAULIC Christina K,Otak. 11'-7Z, I--s-s 5`-111' - - ! - 7 -o-° DESIGN CRITERIA 1 UNIT, D UNIT 2 BED yNrr e 2 o I - - , FDC D ETA I L 11N s�ED - i ! 'UN 2 DE I E F P 4 FOR e o \ aoT a o9 27IV I I o I lot 1 - I i I I � : I / II Ioi \ I`\ I //i _ SE O USED ON THE 6TH FLOOR \ I \� I I , " ' ` / Iii RISER AND I `I i \ I I/ I I I I , \I I /I /I „ I \I I I -� \ L6®Nf6fALL PPltf3Bl6rALL®NAfEAS MANfAIID AT C>srABOVE 40F } ! ( 1 = \ - 11 , 9121 1 , ( -I- I I m : I In- = 1, 9 O 1 12 / ; ' 7" I I +-° OI o +2- I 1 / 7 / INCLUDING AREAS Pr�YMILLARD TO MANMVF 1 /,- � i/+ , I _ ! I I Q I I \ / _ III II 1 i I m / I _ r STAND PIPE DETAILS NOTE 111YRUTICW WOW 6 NOTN FHE SFWLER CONTRACTORS SCOPE OF lA10FiK i � \/' \I .S I \ I '� ( I I l 7 I� I / I /� � \ / �} / - / \ \ 7 / 1�=1 � I/I I j \ / ( I \ I I / I I \{ I I I � � i \ _ \ � 1- 1 � � 1 - -� 1 I I I�/ I --a Calculation results for Design Area 1 - 4TH FLOOR UNIT 7-10 15i -9 8- 2-42 2 - J / 1 19-7 'fp-0 6- 4-T 1P-1v -0 _p= _ This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3/19 S _ T - for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD BLOWN IN INSULATION BY OTHERS) contract no 2018-TF-004 is designed to discharge at a rate of 0.1 m/fP imin of floor area over I 44 ,�"1 9 9e 9P ( ) BATT INSULATION BY OTHERS . I . b - ' ! i i ? I `� I 11 I `� I } I '' ( 'v I)I I v 1 'r i O t '�' a maximum area of 410 R' when supplied with water at a rate of 82 aom at 85.3 psi at the base of the riser. .o -$ I Hose stream allowance of is included in the above. 1 8- UNHEATED AREA SPRNKLER BRANCH UNE b I \ I I I I - / I I I 8 F TESTII4G I I I I ( / I ^ Occupancy classification: DWELLING Number of heads flowing:4 I + / Commodity classification: System Type: Wet i \ I / mvelocity: Maximum ora ehei h[: Maxima77.24 Pos i n / - storage 9 I I! \ i I ( i � I I I I 1 Storage /JAI I $IO a lU I I 1 1 I I � I I N 1 I I I - I _ 1 / F w h rinkl m to om IrrRack s ars: 0 Pr are Re aired t arca: 85.3 i P P ass a So e i r I e q Ps I d -7 I : � 3-3- n 5 = 1 = - 9- °.•••tetsefff{>e^.ve;...e• •.°..:e•.e sa•a:a^fee{e;voe>ee^vaso: 0 I _ a 3-6 I I II / . I �^• i "-•, I IOverhead sprinklers: 82 gpm Pressure Available at Source: 104 si - i � 1 I � - v i i \ `I l I I! I J I I Pressure t .7 i 1 � a* }i- � /` �- Flow from Inside Hoses: 0 m Surplus essu a at Source: 8 It's I L '-� I Ps I : 4 4 4 TO � I 9P P A= 1 A-I r'l I 1 - a r^, 8 I - •�f°;R�';'• M I I r I © } \ � -r I IT I I / ��' � i ;I �`} I\ I �I� I .p Flow from Outside Hoses: 0 m Other fixetl flows: 0 cpm epeep°ape feep 'TENTING•OVER•SPRINKLER PIPE BY OTHERS 4•B I makm as as m �� 2t���'�r�j1�2T ��•I ��•��� ��� �t� ��� 10 � mm w mm '* =7=lr����� ���rm�1�•j� I Total eow in system pi pi ng: 82 gpm JOIST OR TRUSS PIPE HANGER i I +-8 Additional flow at/beyond source: 100 com }- 2 * 2 : 11 �71t : : 5-012 = 0 5-412 O 3- : ---- - I Total of all flows: i82 gpm "HEATED AREA PENDANT SPRINKLER - CORRI O I I GYPSUM BOARD CEILING 4.0 e ' �)I :_yr 1 J 42 TENT INSULATION DETAIL M i \l - Calculation results for Design Area 2 4TH FLR CORRIDOR / t ' {I ELEV I li T2 Ii 7 4,0 7 1 I 6-3 2 \ 1 + t= I -0,= t=I 9 A = S 7= B-i T I ) This system as shown on FIRESTOP COMPANY company pont no FP3 dated 10/3/19 OP7kw i_PR✓'� SCAL.BNIS - I I I 1 4-476 - - > A 1 I I V / e for THE FIELDS BUILDING a at 7820 SW HUNZIKER RD � A .�� � I I � o � _ I _ __ I � ; _ I. � / '� contract no 2018-TF-004 is designed to discharge at a rate of 0.1 gpm/fN(l/min/m�of Moor area over a maximum area of 430 W when supplied with water at a rate of 81.9 cpm at 91.8 sl at the base of the riser. pp USED VA ALL PIPW6INSTALLED N AREAS A4WFAI�AT OR A9i47F Hose stream allowance of is included in the above. M i ! c ( 11 I 1 I I 1 11 ` Occupancy classification: LIGHT HAZARD Number of heads flowing:4 ItCYLOM3AfEASPROP9i.YIt'U.LAT®TOMANTAN4dF _ - g I __ I - -- - Commodity classification: System Type: Wet � - I Q p I NOTE AG"77ON WOW IS NOT iV FIRE S°R11 i Ca'V/RACTORS SCOPE OF WOW - - < IT 1 4/ , 7 + 8 2 - < ' - g g r Maximum veloci i7.z1 tt s I ` 1-0 , / � X0-9 ' ^'! Maximum store a hal h ty: \ I 6 m I V I \II I 10 $ {� �L ( - h-�" I I \ �..\ - Storage aRangement OC�.D AREA 5-512 1 1 ! I P I O Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 91.8 psi N3llATDN-7EP Ol PPE WTH V OEN TO �'- / \ ( 1 •.ry I \ ^ / / J / y I \ / I / / eb dd/ I` Flow from Overhead sprinklers: 81.9 gPm Pressure Available at Source: 104 psi STHUCTUE ANDD FILLING N�7A�ii�PEAAD CELNQ � - b`O / � ( /'r ! y I I I I 1 I � \ I ) / '\ I I' hl,��J7LL }- Flow from Inside Hoses: O gpm Surplus Pressure at Source: 72.2 psi \ 11 {� Flow from Outside Hoses: 0 gpm 0 . O I - / I o II 1 I I I �-1' I/ I I I (D I I \ I �/- Tota rflowd'inlsystem piping: 8191 I 9-7 Total all flows: yond source: 181.9 gpm _I ); I O1-0 I I II 10 11 I N I \I I I / I I / BI I N I 1// I \I AR�T + � 1 - \ UN 3 ED LY CONTROL VALVE tl �` / i \ / \ / d 2 ED 0 �7 p ! _ 1 1 FO ST IT 1 BE \ U ¢ BE t�NI1 ED sr 10 UN S E 1 ' OR RpOF MANIF I ' 1 I 1 SPRIl iPPNOTOSTAYASCLOSETOTRUSS oo _ I. -40 BOTTOM LYf01D6 AS Pl7SS81F FE47ED AFFA , 1 LY NTROL VAL I TENT INSULATION DETAIL4.D � , . sci 1 FLOOR SYSTEM RISER I 6-8 5'-11 " HOSE VALVE i - - - - j - - - " - - OP7LYV 2 SCALE;NB ROOF MANIFOLD WI i 5'- 6'-7' I (2)HOSE VALVES-I I FOR STAND PIPE TESTING(SEE FP4 Rotate location of hose valve Loop Offset Change of Direction FOR STAND PIPE SECTION) and controls away from the 1/4 L window. Long Run of Pipe Christina K,Otak FIRE PROTECTION KEY `y5 L L 4.1 EV 4.7 4.9 STAND PIPE (STEEL) 4.1 .14 12 L 6"Min 6"Min �. ELEVATOR SPRINKLER 4TH FLOOR SPRINKLER PIPE (CPVC) 1/5L 1/4L 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 TWE NCH PLAN SYMBOL = The shaft has been replaced EXPANSION LOOP AND OFFSET CONFIGURATION 6Hanger or Guide SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY wxaasxdaaarePueen xe.wet•aawu2a Not to Scale IRestraint WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERACIE SPRINIi CALCED FOR 12,250 SO. FT. 1/8 = 1 - with closets at each level. rro R PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. Provide sprinkler head. Expansion MAX SPACNG 20' W/ 10' MAX OFF OBS. Christina K, Otak. MNIMlP1 SPACNG EIMEN HEADS IS 9' 4.1 4.2'' A 4.4 4.6 4.8 .1 4.1 .1 i FP1 11 72 4.A Calculation results for Design Area 3 3RD FLOOR UNIT - - I I - _ , This s stem as shown on FIRESTOP COMPANY com any print no FP3 dated 10/3/19 Y P - I 1 1 ! ' ! NR 1 BED 2 1 / - for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD _ UNIT 3 BED I UNIT 2 BED UNR 1 BED UNIT 2 BED_ _ NIT'3-BED- �- -,/ -\ contract no 2018-TF-004 is designed to discharge a[a rate of 0.1 gpm/it'(L/min/m')of floor area over 4-303 \ e 4305 4-307 e i ® 311 a maximum area of 410 kr when supplied with water at a rate of 81.3 com at 73 psi at the base of the riser. ____.i__ _ r+� / ! I / ( �+ i . �L o Hose stream allowance of is included in the above. _1 I o I 0 1 I _ I / „ \ _ 1 '1h2 - Occupancyclassification: DWELLING Number of heads flowing:4 00 -f- I / _.....°P ....-.. -._. -� / _ I --1 ) - I / - - - _ _ - -._ 1�'L - °D Commodity classification: System Type: Wet 0 « --t0 \ / / ,F'j, 4 / F' '�' S / R Maximum storage height. Maximum velocity: 27.39 ft/s \ _ _ \ . '«� 7. Storage anangemenr. - 9-7 i 1 I 512 / 11-8 _ 2 I 1 / 2- 6-3 11 2 O 11-T2 1-1" (� 1 12 / : 11 1 O - - 6-01 0-9h 2 1 / _ _ 5-B 1 4-7 \ �_ Flow from In-Rack sprinklers: 0 i Pressure Required at Source: 73 psi /_ - SL_ _ O __� -.I I / e Flow from Overhead sprinklers: 81.3 ppm Pressure Available at Source: 104 psi 0 / \ / I 0 �g / \ / I \ �'^ q / 1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 30.9 psi 'ulI -` _ \ U2 � Flow from Outside Hoses: 0 gpm i O / - ` ' I I ) - - - I 1 - / - e _ _ _ \ Total flow fixed m lsystem piping: 81.3 gpm 3-- - 7-10 \ ,sy'= _ 1-0 8- 2-4w 2-0 -_- ;. ; / s \1s-i / "2-0 hT= « 10-1>r / - ,-0 r - - 1-5 .__ 4-0 : v _777 ._..1 -__ W d sourc T. l SE VALV Itional flow a on e: 1 dom _ __ Total of all Flows 187.3 gpm 4-1 \ /A IF 'STORAGE ® r 8 5 O _ Or �L I 1 1�- / « �, \ ( ' '1+. �/ ' \ - ! _ 1 I X212 O Calculation results for Design Area 4 - 3RD FLR CORRIDOR 'I `" - I ---\- This system as shown on FIRESTOP COMPANY company oIALA 2a ! Q iI 3'-31 a 15-8 1f 9-9 3- 3- - r 1 4- 4 6-4 for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD tit no FP3 dated 10/3/19 _ �- / r / j I 1 a�1 _ - - e 9 9 gfori(Urnin/i of floor area over 1 - i -- o J T -. I _ �I--� � ! - - „ _ O -2 \ / contract no was of is designed to with wet discharge a rate 8 o.1 \ i �" ( :,- J `- / Il�� TORO �j - t -�" j ' E 1 .--, I .I - _ v t1 �^ ' a maximum area of 430 fP when supplied with water at a rate of 81.5 qpm at 70.5 Psi at Me base of the riser. .. d d the ab ! �% �.L .-.. N , .-/ r e In a Ove .._ � " - � -__.. � - - � Hose st eam allowance of is included- e� Oaupancy classification: LIGHT HAZARD Number of heads flowing:4 SEE 4TH FLOOR ® ^r 1-6 SEE 4TH FLOOR Commodity classification: System Type: Wet FOR SPRINKLERS o 212 0 +5-92 o e 11w 631 1J 2-7 12 6 111 D 1 2 Vs �� 5 0: P2 15-02 T: 0 7 17-942 = 2-01= 2-10 o p2 FOR SPRINKLERS Maximum storage height: Maximum velocity: 27.a6 us THIS AREA a I ap aP ° CORRIDOR qap THIS AREA Storage arrangement: 0 'b f d - -eyc l Flow from Irl-Rack sprinklers: 0 gpm Pressure Required at Source: 70.5 psi 4,C - �- - - � - _- - - - _ - - - - - 1 Flow from Overhead sprinklers: 81.5 gpm pressure Available at Soume: 104 psi - J �$°-' ��, (-'�t-- - -�' - I �T'`� ' / - �r7`� �-�'-'i �--- __ �,� -- ' �Y`i . 1 ' '- I i� Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 33.4 psi - / m/- ' .. _�- r 717 -U32 --__-. 1� � �` kl _ yup. k ) i iL- 1- �1@ a I � r�`--1i-�S - - -_ -___ - Flow from Outside Hoses: 0 gpm 117, � ' + ..I �; `.- - - `/ �= / 7o f system 87. 6� ELEV ( 6-1 6- --- Other lowfixein syst 5 gpm ! tel low m syste y 5 gpm t « AddNonal flow at/be otic source: 100 dom I i A / - Total of all flows: 187.5 pm 4-316 0-�' 1' e « I ° I ITi �7 I ____ 7 717] 1-77L�Mi - /. 1 N ' 13-21 - \ / 1 = \ / = 1 -\. -+ 6-1112 / 11- - 1 2 1 1: \ 12-111 1 : \ . - -0 _ - OP _ N - I O �- N Q r- I _ _ O \\ ' - I I ? - \ -- ( 2 U�NR 3 BSD - -- 1 -o, -UNIT S BED I i L - / \_ / ��.. " i 1 4-302 i ! I 0 Uf4R 1 BED \_UNW 2 BED UNIT 1 BED UNIT 2 BED OOR SYSTEM 4.D �66 5 11 HUSEVALVE - - - - - - - - - - - - - - - - - - _ - - - - - ,- STAND PIPE RISER J-61-7- S'-7�' Update building plan backgrounds.The hose valve does not work in the current location because the closet 4.1 4.2 4.3 door i6 there. 4.5 Christina K,Otak. 3RD FLOOR FIRE SPRINKLER PLAN 12,250 80. FT. 1/8° - 1' - Oa IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND ^ 3RD FLOOR K 4TH FLOOR CHECKED BY: M MORALES RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM I H P N SIN MFG. MODEL ESCUTCH. \ILIJI FIRE SPRINKLER PLAN SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 236 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED APPROVAL TIGARD FIRE MARSHAL TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL 32 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION 7 10/2019 ADD CLASS I STAND PIPE IN 42 SIDE DRY WHITE 200 5.60 1' GL5641 GLOBE GL RECESSED R E TOP C O . THE FIELDS APARTMENTS PROJECT N0: 2018-7-004 IN ENGINEERING TECHNOLOGIES BUILDING 4 The maw of tb s mganintIm show that GGLL _�,p, 8 01234511 16 0 17 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED 330 Robert L. Knight Jr. i�� e-`'"y�+�-�' D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION is eaSPKR ON SHEETearthed to the 1�°'�°1a(=) 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 crater-ease^ s,atams layout Techaiciea certification No. rartifimtki Vabil'''br° 1 7820 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / zoo, SCALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 4 = 659 TOTAL COUNT FLOOR 3 & 4 = 33O (P)360-718-8604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 4 Calculation results for Design Area - BLDI STAND PIPE EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES EARTHQUAKE AND SWAY BRACE ATTACHMENT DETAILS 1 .D This system as shown on FIRESTOP COMPANY company print no FP4 dated 10/3/19 1 A for THE FIELDS BUILDING 4 at 7820 SW HUNZIKER RD -FASTENER PUN SYMBOL contract no 2018-TF-004 is designed to discharge at a rate of 1 gpirl(L/min/mr)of floor area over SWIVEL FITTING " r a maximum area of 750 W when supplied with water at a rate of 766.2 qpm at 154.5 Dsiat the base of the riser. 1 FASTENER /1FASTENER W I FASTENER SCH. 40 PE `f' Hose stream allowance of is included in the above. " v BRACE �+ SEE CALCS ASTENER BRACE zf� -SWAY BRACE PIPE FASTENER Occupancy c1ms'dication: STAND PIPE Number of heads flowing:3 x S (SEE PLAN) PUN SYMBOL q Commodity classification: System Type: Wet x O PIPE BEING BRACED Q Y YP z SF y u��y SWIVEL FITTING Maximum storage height: Maximum velocity: 19.31 Ns Storage arrangement: OywO o -SWAY BRACE ATTACHMENT - SWIVEL FITTING SWAY BRACE PIPE `� �C, F SEE PLAN) ' Flow from IrrRade sprinklers: 0 OPm Pressure Required at Source: 154.5 psi PUN SYMBOL S 2 Flow from Overhead sprinklers: 766.2 gpm Pressure Available at Source: 164.8 psi FIGURE A FIGURE B FIGURE G PIPE BEING BRACED) 0 LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR 1 LONGITUDINALLY SWAY BRACE ATTACHMENT Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 10.2 psi FRICTION CHAMP Flow from Outside Hoses: o gpm FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE Other fixed flows: 0aom OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER LATERAL SRA i'E LCWL? INAL BRACE 46YA v9RACE Total flow in system piping: 766.2 gpm SCALE: NTS SCALE: NTS SCALE: NTS Additional flow at/beyond source: 0 all �+ Total of all flows: 766.2 gpm MINIMUM 1/2 DEPTH . BEAMMINIMUMB 1/2 DEPTH . IllMINIMB 1/2 DEPTH OF BEAM BUT NOT <3 IN. / FIGURES ARE CF.NEPoC DEPICTIONS OF SWAY BRACE ASSENBUES, ACTUAL FASTENER ORIENTATION MILL VARY BASED ON ANGLE A THRU I 2 i FOR WOOD BEAMS FOR WOOD BEAMS I� FOR BEAMS IN. SHIPS LADDER W I F,tsTtt HER r W I FASTENER r 15 1 FASTENER 3' SISTER 2 X WOOD BLOCK EQUAL TO WIDTH OF TRUSS CORD 11 LEVEL G4_!0 PLATE LEVEL 04 TO PLATE �+ ® 35 -1G• Obi 2014,905.4 LOCATION OF CLASS 35' 0 BRACE �BBAct � TRUSS CORD /MIN LENGTH OF SO" ATTACH W/ MIN 8 16d NAILS OR ONE STANDPIPE HOSE CONNECTIONS 0-10 2-5 CB L A H05E CONNECTION&HALL BE N 8 - #10 X 3" WOOD SCREWS cl o. ® C9 ® a PROVIDED FOR EACH FLOOR LEVEL U , ABOVE OR BELOW GRADE HOSE 1/2" ATR W/ NUT & WASHER BOTH SIDES ° CONNECTIONS SHALL BE LOCATED AN STAIR 2 FIGURE D FIGURE E FIGURE F CJ AN INTER'1EDIATE FLOOR LEVEL LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR LANDING BETWEEN VEBYT E FIRE ® FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE � / SWIVEL FITTING LANDING; APPROVE FLOORS,THE LES CODE OFFICIAL. D1 OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER STAIR 1 (TVf4R WILL ALLOW THE INSTALLATION 71, AT L�VEL LANDI°,,i&°E 5�° ° SWAY BRACE PIPE ® OF AT THE INTEF"EDIATE LANDRNGB AS ALLOWED PER OFC 90'SA.FOR THIS PROJECT. JOHN WOLFF- IAAI°FI v M /(SEE PLAN) Dell FIRE MARSHAL). W I FASTENER W I FASTENER 1!5 I FASTENER © S.WHE THE WAS A SLOPE LESS U A BRACERACS PIPE BEING BRACED - LEVEL 04 n THAN 4 UNITS VERTICAL M 12 WITS _ LEVEL 04 , • LATERALLY Ilk F7 01 SHALLHORIZBETAL, C TEDHOSO SERVE ON Q 27-9;� SAF shy ` SWAY BRACE ATTACHMENT SHALL BE LOCATED TO SERVE THE I - ROOF OR AT THE HIGHEST LANDN3 6 < A STAIRM4Y WITH STAIR ACCESS TO FIGURE G FIGURE H FIGURE ITHE ROOF C� S 7 FASTENER INTO FACE FASTENER PARATO LLEL CE LOAD FASTENER PARALLEL FACE ��C�0 ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ® 0 M OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER EQ ATTACHMENT S ANGLE TO VERTICAL (G) 11p STANDPIPE ELEVATION DETAIL KEY < TO WOOD CORD 30' WEIGHT 45' WEIGHT 60' WEIGHT p 4'FROM SITE INDEWiROUND SUPPLY STORAGE a THRISTBLOCK PER PFPAI3CHAPTERIO LAT OR LONG BRACE SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: A 175 D 200 G 200 p FLAN6;E)RETAINNS FLArdE SCALE: NTS 11 SLEEVE AT FLOOR SLAB V 2'GEAR SPACE AROUND PIPE B 250 E 350 H 330 ® i 4"CTRVD BUTTERFLY VALVE -ESV'NORMALLY OPEN Flexible Couplings Shall be Installed as Follows: a < © 4'GRVD CHECK VALVE N Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping C 305 F 600 1 485 I 4'GRVD RISER MANIFOLD UlA O VALVES aro CO POFaoTS 2 1/2 in. or larger to move differentially with the individual sections of the building to which it is attached. Isar eE SHOWN NARIENTAm' Couplings shall be arranged to coincide with structural separations within a building. ® n K DRAM AND TEST PO&IY V Y-611 ORIENTATION - 9 P th LEVE FLOWEWITCH naYvaxr-effFPFLaNe LEVEL03� The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3.1 (1) thru (6). Q e'-s 1/a PRESSURE GAUGEME Fo¢LrzAnaa rr"cAu e -s 1/a" PRESSURE RELIEF VALVE ® INSTALLATION NOTES: 4," © 2'SIAM DRAM TO EXTERIOR LOCATION - - - 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWINGS. DEVIATION FROM PLAN S 11 HYDRAULIC PLACARD III SYSTEM INFORMATION - LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. vatvE&aro COMPONENT 2) IT IS ACCEPTABLE TO USE BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE CALCULATED. I.F. BRACE ANGLE B (45'-59') a ® FLEXIBLE COUPLING TOP AND BOTTOM OF RISER " WAS CALCULATED. IT IS OK TO USE ANGLE C (6D' - 9('), BUT ANGLE A (30' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. \" MAY LES AV N MPONENT®' ro _ FMTIO L ACi OF eMATUN ® © 4'TO FDC-SEE FPI FOR DETAIL KAY VARY-SEE FP FLANS O © 4U14Y En1NCE 6R4CE 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. - - ' wit 5HCWN IN 'ROT TI 11 ® 2'GRVD BUTTERFLY VALVA -ESV'NORMALLY OPEN 2-��CKVALSTORAGE NOTE: PER NFPA 13 9.3.5.5.8 AND 9.3.5.6.2. © 2'GRVD RISER MANIFOLD W/. j® 1) LATERAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24'VE OF THE CENTER UNE OF THE PIPING BEING LONGITUDINALLY BRACED. i~ ® DRAM AND TEST : 2) LONGITUDINAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 2C OF THE CENTER UNE OF THE PIPING BEING FLOW SWITCH a PRESSURE GAiYaE n LATERALLY BRACED. �® M PRESSURE RELIEF VALVE v Uni ® 1-1/4'CPVC TO FIRE SPRINKLER SYSTEM _ LEVEL oz LEVEL 02 AT 9'-3� © 2'GEAR SPACE AROUND PIPE -NO FLEXIBLE COUPLING REQUIRED ® B 0 Ik 4"FLOOR/RISER CLAMP 9'-3 1/4" ME ® 2-IR"HoSE VALVE w/CAP AND c-AN AND sIGN READING: 1 s II UET AUTOMATIC STANDPIPE FOR FIRE DEPARTMENT USE ONLY ® LATERAL 2 WAY EQIAKE BRACE o ® e 0 2'EXPRESS GAN*DRAM ® � 14 ® 4'NIBCO GD-4165-4WP ROOF POST INDICATOR VALVE RISER DETAIL © 2 WAY STANDPIPE ROOF OUTLET CONNECTION t/4^ = 1' - o. ® 4"GRVD BUTTERFLY VALVE FOR STAIR 2 -ESV'NORMALLY OPEN ® 4'BCH 10 STAND PIPE TO/FROM STAIR 2 ELEC ® (2)2-v2"HOSE VALVES FOR STANDPIPE TESTING p ALL ELECTRICAL WIRNG BY OTHER, & � 6I346 AS REGUIRED FIRE6TOP START POINT ' 3 BY OTHERS 'ESV-ELECTRICALLY SUPERVISED ' GROUNDLEVEL GRQUN LED VEL G OO VISIONS, FOR FORWARD FLOW OF 5FP THRU 2" MAIN DRAIN NOTE: U.G. TO BE FLUSHED AND CONNECTION CAPABLE OF FLOWING HYDROSTATICALLY TESTED AS PER 8B GPM 0 PITOT OF 1 PSI NFPA 13 AND LOCAL CODES PRIOR TO O Q CONNECTION TO SPRINKLER SYSTEMA STAIR SECTION 1 5-: STAIR SECTION 2 FP4 V4• -1' -0• FP4 tla• -r - o• cz1 r o ' SEISMIC BRACING CALCULATIONS Sheet 1 of 3 SEISMIC BRACING CALCULATIONS Sheet 2 of 3 SEISMIC BRACING CALCULATIONS Sheet 3 of 3 SE VALVE(2) F TESTING Job Name: THE FIELDS Job W:2019 Job Name: THE FIELDS Job W:2019 Job Name: THE FIELDS Job If:2019 - Address: 7670 SW HUNZIKER RD Contractor: Firestop Company Address: 7670 SW HUNZIKER RD Contractor: Firestop Company Address: 7670 SW HUNZIKER RD Contractor: Firestop Company c15_ Cls C17 m ct6 \ c19 4 a TK9AR R 87233 Address: 3203 NE 65th Vancouver,WA 98666, 332 71GAR 97233 Address: Vancouver,WA 98663 TIG R 97233 Address: 3203 NE Vancouver WA 9866th Street,32 � .. G 5 TOR ..0D_ - 4--�:- 1111LfiY ` - - A e� Phone: 360-71841604 Phone: 360.718.8604 Phone: 360-718-8604 D OR ARD O {� 1 _ -- 4- - _ `I Sway Brace Structural Fitting Information: Sway Brace Structural Fitting Information: Per the available structural drawing information from sheet SO.01 for this project, the following data to----- �.-- --p -- -- --- 21_D 4---+r--- Brace Information Brace Information has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.9.3: a 1 0 ��� ^ - Make: Model: Aibwabie Horz Load Make: Model: Allowable Harz Load Occupancy Category = II -•- --, 21 -0- - Maximum Spacing 40 feet TOICo 909 Per Table 9.3.5.2.3 Maximum Spacing 40 feet TOlco 909 Per Table 9.3.5.2.3 Importance Factor: i = 1.0 Length of Brace 7-0 Rating: Ad' Angle(d) Length of Brace 7-0 Rating: Al per 9.3.5.2.3 Based on Angle(d) Site Class= D 9t 9 I P�9.3.5.2.3 Based on SDS = 0.721 SDI = 0.444 : lei Bracing Material 1" Sch 40 2015 BOB 1425 Divide Rated Load by Bracing Material 1" Sch 40 2015 has 1425 Divide Rated Load by Design Category = D STAND PIPE FAB PLAN An from 45-59 Sway Brace Pi Fitting Information: 30.44Of/2.0 Angle 45.59 Sway Brace Pi Fitting Information: 30-Sad/2.0 91e Y Pe g 9I Y Pa g The Following information has been obtained using the"U.S. Seismic"Design Maps"Web Application*." 4THFLOOR Least Regi.of Gyc .421 Make: Model: 45.59 d/1.414 Least Rad.of Gyr. .421 Make: Model: 45.59 d/1.414 Conterminous 48 States Table 9.3.5.9.3 Seismic Coefficient Table L/R Value 200 Tolco 1001 60.89 d/1.155 L/R Value 200 Toico 4A 60-89 d 11.155 2010 ASCE 7 Standard (w/March 2013 errata) Ss Cp 4 1/8x - 1 - 0' Zip Code 97233 0.33 or less 0.35 Max Horizontal Load 1310 Rahn Ad per 9.3.5.2.3 90 d 11 Max Horizontal Load 1310 Rating: Adj per 9.3.5.2.3 90 d!t g' ) Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values Force Factor(Fp) 0.505 2015 lbs 1425 Force Factor(Fp) 0.505 1600 has 1132 Ss and S1 = Mapped Spectral Acceleration Values 0.50 0.40 the following equation can be used: Fastener Information AssemblyDetail Fastener Information AssemblyDetail Data are based on a 0.05 deg grid spacing 0.60 o. a2 Period Centroid Sa 0.70 0.42 c =c . C ' " C P h R Plow NFPA 13 Figure 9.3.5.12.1 Details Provided on Plan NFPA 13 Figure 9.3.5.12.1 Details Provided on Plan a- P-w.• (S5-55-low) a g g (sec) (g) 0.75 0.42 5:-nign Sa-low / Orientation Angle H Mvemum sour Orientation Angle E 0.2 0.975 (Ss) 0.80 0.44 The Cp value for this project is: 2 i `0 Type Wood N/AAl G,H,or I o fastener diameters 1.0 0.423 (S1) 0.90 0.48 Cp= 0.5050 but not<„beam Type Wood NIA Fastener Minimum'�deptn period Maximum Sa 0•g5 0.50 of beam but not - �-- Diameter 112 depth and not Diameter 1/2 orientation <3 in.(76 mm) (sec) (g) 1.00 0.51 Cp-low= 0.5 <3 in.(76 mm)for for wood beams Lettgth(embechnerl 31/2x1/2 TB wood beams L.ength(embediment) 31/2x1/2 TB 0.2 0.975 (Ss) 1.10 0.54 Cphigh = 0.51 �,,, i Angle G,H,or 1 Angie D. LY CONTROL VALVE oak Angle G=30"to 44" E• F 19 D.E,or F 1.0 0.423 (S1) 1.20 0.57 Ss= 0.975 FOR STA Max toad pbs>Steel NIA n9 Max Toad(lbs)&reel N/A AS A4 Angle H =45�to 59° Period Minimum Sa 1.25 0.58 Ss low= 0.95 LY ROOF MANiAL E - N IV - _ _ Max Load(lbs)Wood 330 Angle I -60'to 90" Max Load(lbs)Wood 350 OR ROOFMANIFO b _ g Angte D=30" to 44` Angle e=as l0 5s� (sec) (g) 1.30 0.61 Ss-high = 1 CEI _ 4 Max Load(lbs)TUi N/A Lid Parallel to Structural Member Max Load(lbs)TA N/A Angie F 60 to 9D" 0.2 0.975 (Ss) 1.40 0.65 FLOOR SYSTEM RISERmil1 1 5 1-91 Load Perpendicular to Structural Member 1.0 0.423 (S1) 1.50 0.70 Cp= Seismic coefficient Value HOSE VALVE r 1 RI R STUB4N Max Load(lbs)Concrete N/A Max Load(IN)Concrete N/A 1.60 0.75 Cp-low= next lower from table ROOFMANIFOLDWI / I ( VE _ :A :: I l Pipe Pipe Pipe WEIGHTak,m WP Net Brace Brace Identification on Plans Pipe Pipe pipe wEHG1tTtLbsHRt WP Net Brace Brace Identification on Plans Conterminous 48 States 1.70 0.79 Cp-high = next higher from table FOR STAND PIPE SE � �� ^ S 1 - - Sias Type Length Factor Tot.Wgt. Tot.Wgl. A size Type Length �. Factor Tot.Wgt. Tot,Wgt. B 2005 ASCE 7 Standard 1.75 0.82 Ss= Spectral Response TESTING(SEE FP4 GJ 4 Sch 10 40 k"11.78 " 0505 237.96 Orientation of Brace 4 Sch 10 40 y11.78 .. 0.505 237.96 Orientation of Brace Zlp COd@ 97233 1.80 0.84 Ss-low = next lower from table FOR STAND PIPE SECTION) /I\ F C VE _ /A N/A ; ; Spectral Response Accelerations SDs and SDI 1.90 0.69 Ss-high = next higher from table 2- SIAMESE FDC N 0 0 0.505 moo LATERAL N A N/A 0 0 0505 0.00 LONGITUDINAL P� 9 9 ALARM ELL OR HORNISTROBE N/A N/A 0 0 0505 0.00 LATERAL BRACE INFO N/A N/A 0 0 0.505 0.00 LATERAL BRACE INFO SDs = 2/3 x SMs and SDI = 213 x SMI 2.00 0.93 The hose valve does not work N/A N/A 0 0 0.505 0.00 Table 9.3.5.5.2(a car b) N/A N/A 0 0 0.505 0.00 Table 9.3.5.5.2(a cr b) Site Class D 2.10 0.98 4.2 4.3 in the current location because N/A N/A 0 0 050 ..00 Sze&Sch N/A wA 0 0 0505 0.00 Size a Sch Period Centroid Sa 2,20 1.03 the closet door is there. N/A N/A 0 0 0505 0.00 of Pipe Braced N/A N/A 0 0 0505 0.00 of Pipe Braced (SBC) (g) 2.30 1.07 Christina K.Oiak. NIA WA 0 0 Oil DAO 4 Sch 10 N/A N/A 0 0 0505 0.00 4 Sch 10 0.2 0.721 (SDs) 2.40 1.12 1.0 0.444 (SDI) 2.50 1.17 N/A N/A 0 0 0.505 0.00 Max Length of Brace N/A N/A 0 0 0.505 0.00 Max Length of Bruce Period Maximum Sa 2.60 1.21 WA N/A 0 0 0.505 0.00 40 N/A N/A 0 0 0505 0.00 40 (sec) (g) 2.70 1.26 N/A N A 0 0 0.505 0.00 Max Allowable Load(Itis) N/A N/A 0 0 0.505 0.00 Max Allowable toad(lbs) 0.2 0.721 (SDS) 2.80 1.31 STAND PIPE FAB PLAN N/A N/A 0 0 0505 0,00 Table a N/A NIA 0 0 0.505 Table N/A 1.0 0.444 (SDI) 2.90 1.35 N/A NIA 0 0 0.505 01 Load 769 N/A NIA 0 0 0505 0.00 Load N/A Period Minimum Sa 3.00 1.40 1STFLOOR Max Load per Table 9.3.5.5.2 769 Total Weight 237.96 TOTAL Max Load per Table 9.3.5.5.2 N/A Total Weight 237.96 TOTAL (SBC) (g) Max Fastener Load 330 Adjusted WP x 1.15(lbs) 273,655 HORIZONTAL Max Fastener Load 350 Adjusted Wp x 1.15(lbs) 273,655 HORIZONTAL 0.2 0.721 (SDS) 1/8' = 1' - 0' 1.0 0.444 (SDI) Max Structural Fitting Load 1425 LOAD(Fpwj Max Structural Fitting Load 1425 LOAD(Fm) Max Pipe Fitting Load 1425 Max Pipe Fitting Load 1132 Max Hwizmal Brace Load 1 31 0 Adj Weaight does not exceed MAX Allowable Loads Max Horizntal Brace Load 1310 Adj Weight does not exceed MAX Allowable Loads IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O STAND PIPE CHECKED BY: M MORALES RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SESMIC BRACING APPROVAL T CARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 7-2018 FOR PERMIT / INSTALL ,Y, TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. t I' I � E S TO P C O PROJECT NAME: SCALE: AS NOTED 1 10/2019 ADD CLASS I STAND PIPE THE FIELDS APARTMENTS NATIONAL INSTITUTE FOR CERTIFICATION PROJECT N0: 2018-TF-001 IN ENGINEERING TECHNOLOGIES 8 1 2 3456 8 16 BUILDING 4 The rMl of this oritanuidum show that �,p SPKR ON SHEET: Robert L. Knight Jr. &�' `�L'u' AUTOMATIC FIRE PROTECTION Is certified is the ticia l iiinii ) V PROJECT ADDRESS: SPKR ON JOB: 619 .ate<--B ed B„t� ll TcLocim Certification No. cutin atios(s)you fire 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7670 SW HUNZIKER RD 00301 / LEVEL III Loot64 04 01 2021 5G,4LE IN FL=EET (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 1 DRAWING NO: FP 4 OF 4