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Plans (49) FPS2018 -00145 ( 2/2 ) ov UNDERGROUND PIPING NOTE' OIO BE titleblock.Building 1 calledouton / / RECEIVED GENERAL NOTES: UNDERGROUNDAND INSTALLED IN / 1 Christina K, Otak. / DEC 17 2019 ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS / / ITYOFTIGARD AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / ILDING DIVISION ( FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION w l'-01± INSIDE OF BUILDING / / / BY THE BUILDINGS FIRE ALARM SYSTEM. BY OTHERS ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY THE F1 E N TS COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ®ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 2 COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. LE D � / / / / s ALLINWELDING LTO BE DONE BYAA CERTIFIE TO BE KD WELDER IN A / / / _ _ FABRICATION SHOP PER NEPA STANDARDS. AS PER NFPA 13 , 20135 AND ALL / � � / O SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per / / a FPA 13 STANDARDS UNDERGROUND AREQUIREMENTS.ND LOCAL AND ABOVEGROUNDPIPING 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. 10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. 11 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. 12 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME 13 DOMESTIC MATERIAL NOT REQUIRED. I0-0 14 SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. + ® ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 1s ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR FLOOR AND ELEVATIONS SHOWN AS ['0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. 1s PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 AND / OR ASTM A795. BLDG 3 / /,0} 811 / / / �1 '"�� II ALCPVC E CEMENTENDSWilli THREADED NORSCEMENT OUTLETS. a BLDG 1 C — — IN f UB > / i � � / ® ® � -� i �' 0 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED I L D L H O�S E / / mom ® ® ^� / �/ CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED ® M �� j NOT MORE THAN 9' FROM ANY SINGLE WALL IN LIGHT HAZARD ONLY. 475838 SF G 2 8 3, 342 SF\ I ' m= �� AS PER NFPA 13 8.6.3.2.4. \�C— �_� _ II 0 1s SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR 4 0,222 S F I I LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR i 1I I I II STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. 2 I o m F I I p 19 SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. NFPA 13 & 2. ALL CONCEALEDENCLOSED WHOLLY ORIPARTLY BY EXPOSED COMBUSTIBLECES CONSTRUCTION BLD SHALL BE PROTECTED BY SPRINKLERS. R 8 = II 1 6 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS I I — — _ _ _ — — — _ — — ♦ x = + —_ -- —rl =® ®®m m®® I 3 — — — I 48, 990 S F BLDG 6 II 9 PO P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT — 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 565608 SF I 9 SPRINKLER IN A PENDENT POSI11ON SHALL NOT BE GREATER THAN _ _ II 12' NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING KEY NOTES : ®e®o e e m m — + _ ®0 O® 11 0 " ® e e o II ND SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED _ PENDENT — — — —_ — m m o o ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. - - --- - - 2-0+ 411 C900 28-0± e o — 276_0+=_— _ S 01234561 & ,6 2 411 C900 44-0± m® ®® — — _ = = , n I m ® ®® ®m ®® 200-0 SCALE IN FEET LkY 4 C900 43-0± o ®® o� °000 0 0 411 C900 46-0± FLOW TEST INFORMATIONo0 " VICINITY IAP W�E 411 C 9 0 0 106-0± STATIC: 1oa PSI PROJECT ® NTS SITE PLAN RESIDUAL: 100 PSI 11 FLOW: 2500 GPM 4 C 9 0 0 46-0± 8.15.1.2 Concealed Spaces Not Requiring Sprinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1 -3 TYPICAL CORRIDOR ASSEMBLY FOR FLOORS 1 -3 B LOCATION SCALE - 1" = 5D'-O" CITY WATER . ALARM BELL OR HORN/STROBE WYAIT TE TEST 50 0 25 50 100 8.15.1.2.5 Concealed spaces formed by ceilings attached directly to or within 6 in.of wood joist � I! a r DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. FIRE DEPARTMENT CONNECTION ORIFICE:ROUND: 8" CIRCULATING TYPICAL FLOORS 1 THRU 3 S4" 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 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 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 - r require sprinkler protection. TYPICAL FLOORS 1 THRU 3 "M 8.15.1.2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection. P."a«P •vNIIT 8.15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted. •�••�•" ' ' TYPICAL FLOOR 4 a_ 8.15.1.2.8 Concealed spaces within wood joist construction and composite wood joist e - construction having noncombustible insulation filling the space from the ceiling up to the SW/-/U C bottom edge of the joist of the roof or floor deck,provided that in composite wood joist O nzlkel ,•rJ 0 f pERM1T construction the joist Channels are hrestopped into volumes each not exceeding 160 ft3 GE OF A N to the full depth of the joist with material equivalent to the web construction,shall not require THEISSUANCOt4s RDGTIEB sprinkler protection. 7 BASED 014 TS AtVD OTH NT 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 82 in area shall not AS ` 1C1A�FRC DOC EA NOTA 4 require sprinkler protection. NTE COOS OFF COF+RECTION VkEGUIR1 ROag Os�C OF EB 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 LESS THAN TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. p NDENT SPRINKLER LISTING REQUIREMENTS:99.25SOFT ER SPRINKLER r Maim WIN 1 ST-4TH FLOOR 16.7 PSI 20 GPM I� 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for @ CORRIDORS & USE THE FOLLOWING FOR CALCULATION: STAND PIPES 4 buildings having unsprinklered combustible concealed spaces, ( ) �� 4 #D "" 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 217r FRO l UM FRA LIN — sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP �r[xr sEPaRTwc aRMTc oafs svm seer AID NOT LESS THAN Y Ill I\� SIZE OF DESIGN AREA DIVIDED BY THE NUMBER s1PPOUNG MAN LKS 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: room design method is used,the following shall apply: SQ FT OF AREA: 397 / 4 = 99.25 SQ FT PER SPRINKLER Ar. AT.RM UP TO�NtlIDNG 4* 0 2 O RISER KEYED NOTES ep�wP (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 4 .?i¢gsFaE:??Br:EEe eE:'s=='•iiQE;es?iSE1g3E; iEa=e':E'se=E=a1i':ie eE?="' � Light r ordinary hazard occupancies where USE THE FOLLOWING FOR CALCULATION: t o o d a azo d occu a c es ere HANGER RN 1 U) 9 P 0 �wroPure 1 4 SCN I0 SYS ISER Lu FROM iEM R 200 S FT PER SPRINKLER ,,,�re1) •� o ����� ������� w noncombustible or limited-combustible ceilings are attached Q 3-654 1-3 2 4'CsRVD FDC CHECK VALVE TENT INSULATE PIPING ON 4TH FLOOR / to the bottom of composite wood joists either directly or on to wmvou"p-lw3wIm � µF,Wyy� 3 4-WAY SWAY BRACE e TOP OF RISER RESIDENTIAL SPRINKLER ON CPVC PIPINGLRESIDENTIALSPRINKLER ONCPVC PIPING Z metal channels not exceeding 1 in. in depth, provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR afctelHefc xA "�°� rooa afclaNlF�xA �se� 4 ELECTRIC ALARM BELL OR WMVSTROBE "M,am •"• u. ,•m O adjacent joist channels are firestopped into volumes not aslx r w• r-)Vr aaG"' r w• r-a• SIZE OF DESIGN AREA DIVIDED BY THE NUMBER WT1 w 7W. ye• 4• kr256= )W. ae• s• v 5 V2' BALL DRIP ASSEMBLY F= exceeding 160 ft3 using materials equivalent to 1/2 in. OF SPRINKLERS IN THAT AREA: �T30 aI W' I r-4' NOW,SEE® � gypsum board and at least 3 1/2 in. of batt insulation is SQ FT OF AREA: 454 / 4 = 113.5 SOFT PER SPRINKLER 6 2-V2 X 2-IR X 4"SIAMESE FDC COtBJECTION � a Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: SAMMY SCREW WOOD HANGER ASSEMBLY • ALL ELECTRICAL WIRING BY OTHERS �" "� O N r s _ •gym"""" U is attached utilizing metal channels. 16.7 PSI @ 20 GPM + SIGNS AS RE01REL) / USE THE FOLLOWING FOR CALCULATION: r RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON PIPING 11.3.1.3 the minimum required discharge from each of the four 200 SQ FT PER SPRINKLER D � 7 74 I I © "• BED roggo� "� ,,"" hydraulically most demanding sprinklers shall be the greater of the ll I� L following: DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 & 2 TYP) (1) In accordance with minimum flow rates indicated in 5 s individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER PARALLEL TO JOIST - �•"_ — OF SPRINKLERS IN THAT AREA: _ 2 Calculated based on deliverin a minimum of 0.1 m/ft2 IrIPE (PERPENDICaAR SIIaAR To BELDW) WOOD BEAM %9 muR"=���� O g 9P SQ FT OF AREA: 454 1 4 = 113.5 SQ FT PER SPRINKLER DOUBLE FASTENER STRAP SIDE MOUHT HEX HEAD FASTENER WOOD TJover the design p WOOD TRUSS n / n area in accordance with the of PENDENT SPRINKLER LISTING REQUIREMENTS: WOOD TRUSS o RESIDENTIAL SPRINKLER ON CPVC PIPING L APPLICABLE BEAM ETC. 8.5.2.1 or 8.6.2.1.2 16.7 PSI @ 20 GPM 2•._BLoOvaG RESIDENTIAL SPRINKLER ON CPVC PIPING 200 SOFT PER SPRINKLER eEtWEDa JdSTs p0 HEX HEAD SCREWmmu to scot HANGER DWI Ooxwoos "rArsssO USE THE FOLLOWING FOR CALCULATION: (.o amao eons) Pi PARALLEL TO JOIST F"'i"°" FDC DETAIL DOUBLE FASTENER STRAP HEI HEAD FASTENER 3/8" — 1' — 0" 61 i .4 TO Pure — WOOD TRUSS, MUOD TRuss, \ �RESIDENTIAI SPRINKLER ON CPVC PIPING CPVC NO BLACK HANGER DET `RESIDENTIAL SPRINKLER ON CPVC PIPING UWIBED c�•oo" ur�rsRIN ,}•�.- \/ uX BEAM,ETC BED r. eLoaDHc BEA14 NTS J _ J BEr M SnA WAK nc ° PIPE PERPENDICULAR TO JOIST ,a FASTDGR City of Tigard " DOUBLE FASTENER STRAP HEX HEAD FASTENER - FP BUILDING Date G SECTION Approved Plans 6, to STRAP WOOD T1uss,BEAM,Etc By� CAUSUE FASO 1=--- CPVC STRAP D DOUBLE STRAP PIPE HANGER NTS TABLE M TABLE N HANGER 19 Lif-LUACiU ISD BE URAEMNTS OR eNICL WAWGER HANGER 3f W000 JOISTS FINISHED CEILING LINE 2 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT WOOD FRAME GONSTRIICTION °F !] SITE PLAN / BUILDING SECTION M MORALES IN LOCALITIES SUBJECT TOFREEZING CONDITIONS,ITISTHE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND CHECKED BY: OSYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. RISER DETAIL CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER I I APPROVAL. TIGARD FIRE MARSHAL AS PER BLAZEMASTER PIPING SPECIFICATIONS, LLLJJJ FROM TEE FROM ELBOW AS AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER a64 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED RANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY WOOD d01ST5 TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 7-2018 FOR PERMIT / INSTALL .�T PROJECT NAME: SCALE: AS NOTED (Mpg )Dora (nota )foore OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, � 32 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 I R E ST P y* m or v, ) 16/2019 ADD CLASS I STAND PIPE THE FIELDS APARTMENTS sr ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER D1 66 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED PROJECTNO: 2018-TF-001 r ev se• 4v 17 Ow NATIONAL INSTITUTE FOR CERTIFICATION 1W es ev ow TO fv THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES BUILDING 1 ItYl 7V 7v 7v TP TOF CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT rm recede ed this agadae"a bot that a _�.A 8 mI 2345ao� 8 16 49 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED AUTOMATIC FIRE PROTECTION SPKR ON SHEET: 2Vr 97 7V 7V � 117 7 OF THE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. f)J+ s '-^"'ytJ+-� D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A a 1O• Td 7'0• zv TO" THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR Is�m the tAcB ]�(s) V ROJECT ADDRESS: SPKR ON JOB: 619 a61 , ,N aErTMr�r a JOIST ARE SPACED 2'-0" D.C. OR LESS r.Em )ieeea B>e�,4),•L f .a D, .Nm No. Mm(.)Y.Nd Ibm ► 6 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7670 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 0f 2021 5GALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 1 = 619 (P)360-718-8604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 4 1 .1 1 .2 1 .3 1 1 .7 1 .9 . 10 Confirm whether a sprinkler 1 .11 .1 SEE F P 1 FOR A head is needed under bridge. HANGER DETAILS Provide sprinkler head in closet, FPt Christina K, Otak Christina K,Otak. BUILDING SECTION HYDRAULIC DESIGN CRITERIA _ - FDC DETAIL ! I _- � �_-// �� ', I `o ' - • o STgI�R 2 � I UNIT 1 BED E I _._.. UNI 1 BED _ I, UNIT 1 BED ��1 B t_LJ-! 1-211 UAIf2 ED o UNR 2 B D -. UNI 2 B o - III ! I I -_.. ..-.._...__I + ^ °� \ � _ _ °Y - _ `r E FP4 FOR , o M � I - , �05 --- - - - - oDID) I SE Vii- - - - _ / �� _ \ - / _ / �, �_ \ - / _ / �_ - - _\ / ---.- �. ,�_ �, _ _ _ STAND PIPE DETAILS \ RISER AND -> ,1 I O -e - tt- I Qz-2 q z-3/ rt - + 3 I O t z - t o I O w s 1h a� 7 a I O . s 4/ . 3-6 - .. � _ .1 1-1 �' 75-0'= 5 -112-41 8-4 0-17': G - .__ :,.- .. _-... - - � I I � N N 1 o _ - Revision clouds including the revision I , , - o - - - - , -- -- J _ I I q F-E, « ' , _ number must be shown for all items that a-0 1 3 9 1 t 1' s 3 z 3I 7-u27 e 4 : -1 � RA ' = Si6RA STD GE D _t 7- _/ - been revised. This s to all s 1e M ,-U2 -- a - pp G sheets. b applies 1-U2 \ o. j_U - N -- - - - - - ' IFES - all building plan backgrounds. - - - - - _ - - -- SEE4THFLOOR ® �all � �. SEE 4TH FLOOR Update 'n I back ro FOR SPRINKLERS o 2': 0 15-a: o. 1': , o10-9t 15-a: 77'!" 51 7 : 1': - o ,5-0'a 1-10 tCORRIDO tt': 3-11: 2-0 FOR SPRINKLERS THIS AREA )_+B g I m m m m I m m THIS AREA M �b ^d « 'd �d _ �� b 1-21 �d �d K, Christina Otak. TU / \ J all I \ - I - 9 r. e-tt't - z- - - s s tt: _ to-o- -s - - - 't 4-5 8-3 8-11 e` p ELEV 6-11 » I ® \ I « _ « T , - \ 3-0 i v, I. ---- I � �- I 1-216 � - - A N \, �/tea o-e - „ _ - _ -- -- ---- OOr - - - -� i - ® __-� T - - - I I- - L 7 at:n - Y O- ! - j- 1 __. - 40- - q - - - / t-o I- 0 11 -G - _ _ I ' N L) I - - - o- - 7-7 i $1\7 I 5_6 oa't io-a-- 9a8 I - 4-2 - �, - _ NR 1-BED. - U - t - - q 204 - - to /- 1rr -\ /- _ tt - _ / i \. - �_ B-1a: 11 - 41 / !H7 jo-e �,rr� \ » i -i t1 i. . - \ i/ I . - -\I - \ L Fil / - I \` a - - \ - //_\\ _ r,/ - I \� a - - - O � I ' O N \ I I '4 I I N \ /� \ I �V N N O � \ N ' O ' '� O I CUL ' _._ Q_ 4 / I I I I I 1 0 0 « 11 8' II I UNR 1 BED i UN 1 B D I ( \_U I '21BED I FLOpflSY¢TEMRISER ' - _ 1-2 j 7 2 ' - - ALVE Loop Offset Change of Direction �6'-8" S'-11 • S'-5 ' 7'- „-� STAND PIPE RISER x „6.� ZS L Long Run of P pe 1/4 L � L 1/2 L 6"Min 6"Min Rotate location of hose valve and controls away from the 1/5 L 1 /4 L window. Provide sprinkler head in closet, KEY: Christina K, Otak Christina K,Otak. EXPANSION LOOP AND OFFSET CONFIGURATION BHeR9er or Gulde 1 .2 J 1 .3 1 .4 1 .6 1 .8 .10 1 .11 1 "°tt°Soale ' Son xANpF4'exJULL'DNIY BF%AEFONMEIDOP,OGFEEE.OP LYNlGE O< 2ND FLOOR E:¶JN 45ID 5I INDICATED NNW NIGAIENT FTAEXiUiE0.LL ELEVATOR SPRINKLER W��MoF�OIFFEi!✓JNWVFMEMNIOtNF FSGMSIWl00P. HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN The shaft has been replaced ELEVATOR PIT PER NFPA 13 8.15.5.1 with closets at each level. SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY NOTE : GLOBE THE INCH PLAN SYMBOL = - - Provide sprinkler head. WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERAGE SPRINKLERS CALCED FOR 11,962 SO. Fr. 1/8 1 0 Christina K,Otak. PER NFPA 13 8.15.5.5 20' x20'- 4006a FT. MAX 5PAGING 20' W/ 10' MAX OFF 055. ' MINIMUM SPACING BETWEEN HEADS IS 9' 1 .1 1 .2 � 1 .3i A 1 .5 1 .7 1 .9 .10 1 .11 .1 FP1 -6'-8" 5'-111 I h ' r • I I UNIT 1 BED � o + 05 UNIT 1 BED UNIT 1 BE UNIT 2 BED I UNIT+ BED- / 7-107 1-109 ST 711 U 2 BED -- - ��0r -,- - III III T)l2F4 I F/ =u141T �_ - _ I I I I 11n /- I I I 1 1 1 1 ! I - -h O , O 1-103 \ M _ io I - - / - / - - - - «/ O ao » �2': \ /- ° G O \ / - \ �/ O O 5-8 B-+.... - o NOSE ALV / '_- ' �' ---- - --- --- r-y --- -- - -� - - O / LEC- C� �O / I_ - - STORAGE _- _ • S-D 1 1 , f 1' S 1 RAGE2 t � » (((LLLJJJIII l0 T 2 1 .B - - - - - - -- - - - - -- t - - - - - SEE 4TH FLOOR ® R SEE 4 FOR SPRINKLERS o 2't o 15-0: o. t': , o 70-9: 15-0: I� i t V: - 0 5-0't _ 1-10 = 1Pt 3-Y: ° DOR 1 t o 0 15-0: 1-t ': 2-6 FOR SPRINKLERS _I mop �b �a �q map f 'q O map THIS AREA 1 .0 C+e z9 - _ -- - - STORA 1 +-- -- © ✓r i r toRAo l - M ----- \ ELEV I - B-2 8 9 2-^ 3-0 7 �a ': 4-11 S-0 8-11 n �° ( � _ ® v / 1-118 p al �h i Y I ' ' _ / I 1--0 o `er I i t m i Q- c __- _ __ 7- 0-- 7- 0-) ' - - _s-iil _ .n - 2-11: a t 9t efi� I - r - I - - -� - - - _ N - 1 - - i=7 i �a\r: I s a o-9,, ioa 2" 1 - - ' \ 7 �O O O - -/ i // - - 'b I O 1- -//'R NIT4AWD 1 II *417 -I O +•704 - _ t r - 0 7o i- 1�x' _\ /_ t / n / t \. -1 B ta: 0-e - 2-8': i -t 71-/. \ - \ / - - _ _ - I - - \ NR� BED t I - N N T S N I _ N N N IUN 2BED o UI�T2BED G \ I ('.5 \ 1- 06 I�NR1 BED- O ~- \ UN 1 EB7 EB o O O « 71fPEA/ _ �NIT2BED / I - 02 - I I 1 1 1 1 1 1 I ae I - __ 11-8' 7�3 ISERS N I I I TYPEA/ . 1-112 t all in all II AND PIPE RISER - - - - - _ - - - _ - - - �6'-8" 5'-112' T1„ Lu 2-1p.SIAM I -10'-6� 11'-8' ALARM®ELL OR HORWSTROBE Update building plan backgrounds.The hose valve does not work in the current location because the closet 1 .1 1 .2 1 .3 1 .4 door is there, Christina K,Otak. 1ST FLOOR FIRE SPRINKLER PLAN 11,952 SO. FT. 1/8' - 1' - 0' IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O SPRINKLER SCHEDULE & LEGEND ^ 1ST FLOOR & 2ND FLOOR CHECKED BY: M MORALES SYM CNT POSITION FINISH TE K N IN MFG. MO EL CH. ILIJ FIRE SPRINKLER PLAN TIGARD FIRE MARSHAL RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER APP OVAL. SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 16 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED R E S TO P C O TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 7-2018 FOR PERMIT / INSTALL � 16 PEND WHITE 175 4.90 1/2- GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED 1 10/2019 ADD CLASS I STAND PIPE a 32 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT N0: 2018-TE-001 NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES 8 01 2345616 16 0 24 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 1 The Eeeolae.f thb organimtlm Ira tM SPKR ON SHEET: 309 Robert L. Knight Jr. 6 D 1 SIDE BRASS zoo s.so 1/z" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION _ u cc66ea in the tKm�t eroeG) 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: 619 00301 LEVESystanis L III 7echm 00 84tlon No. Cartifiaguou(04 01e)Valid Thru 21 IIFAD CABINET ; MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 1 = 619 TOTAL COUNT FLOOR 1 h 2 - 3D9 7670 SW HUNZIKER RD SCALE IN FEET (P)360-718-6604 LICENSE OREGON/183279 - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 4 1 . 1 \! 1 .2 1 .3 1 .5 1 .7 1 .9 .10 1 .11 .1 SEE FP1 FOR A Provide sprinkler head in closet. FP' HANGER DETAILS ChristinaK,oak. BUILDING SECTION Given that this head is 40'plus above grade,will it bigger in time if a fire were to breakout at I 11,x. ground level? Same question at 4� 6-8" 5'-11 ' - T �- - - I - - - - T T -i- 1 HYDRAULIC other end of building where DESIGN CRITERIA electrical gear is located? 1 A Christina K,Otak. H ST IR2 UN 1 D IT E NR B 1 0 o , 5 1 O7 ° E , ,7 U 1 ED NIT D _ SEE F P4 FOR 'a10 - � O / z'�+a� Palo I ( I 11 I; �, � ( ^l I ' I ! I 11-411 ( I Gml ICI 1 1 - 00 USED ON THE 6TH FLOOR I I I `' I I� I \ /I I ^ \ I RISER AND I I III ;, 1 1 1 I L I I \ I I I / / r, 16®I1N3EALL PPNG6N67ALL®NAFE49MAWAEDATORABOVE 4VF _ _ _ _ I ' I I I- STAND PIPE DETAILS , I -I I l r I ( IIll , I- AfOIH INSLLATM WOW 6 NOT NN FRE FlICLUDA110AFIEASPROMERL.YMUXED CONiRAC+TM SCOPE Of NKaWC ,1 \\ O / 1 i I I\ I/ I I 1\ /j it b -0 \ _ " X I I _ I III �I P I / I - - I O 101 I 1-0 '� \ / b \ / I 1 1-1 1 I I 5 - p-1 1�1 1 ^ 1 This slystem asation ushown ofor n FIRESTOP COMPANY ign Area 1 4TH FLOOR company ny print no FP3 dated l0/1/19 ---- -- / - - - / --- - 2 / --=- BLOWN IN If BY OTHERS _--- ,;; . I I �- __... I _ � N: I -r- Q - 1 ' - for THE FIELDS BUILDING 1 at 7670 SW HUNZIKER RD I /-� --� i ( I ( 0 ., O O +q O I - contract no 2018-TF-001 is designed to discharge at a rate of 0.1 gpm/ft=(Umin/m=)of floor area over ll \ O I (J 1 b I 1 I 1 . a maximum area of 397 tt' when supplied with water at a rate of 83.2 oom at 92.2 osi at the base of the dser. '• °•° BATT INSULATION BY OTHERS so I -) « n O °! - \ \ / ( I , // ( H E V VE I ( / III I ( 0 1 L I o, Hose stream allowance of is included in the above. 1 I 11 I I ( 1 ( 111 I ( 1 0 - 11 R / / UNHEATED AREA SPPoNKLER BRANCH UNE I I E LNG I \ r / � �t�x _� Q•-0 _ I �. {[j.(; i :. I � / � Occupancy classification: DWELLING Number of heads flowing:4 °:.°;:••e.°°:• °°.°•qlS °e. ° .° °°°t^"> Esse;be'.e{ -- _ / � _ -�-�-=� 0,= r� ©r - -- y =':- W \ Commodity classfication: System Type: Wet .••°°:• °°Erie::°•o8e°°a .•:e°.°e ve°°°ve a°8:°° ::------- •e... .r°•.a°e•°° .°°.°°• °..° 1 �8• � 0 1-0 1 y Maximum storage height: I ,� I I I y I I I Maximum velocity: 17.49 Ws I q 1 I i I � � I 1 N I I Storage arrangement I a - ag 9 1 - I I I • _ t h 1 5 3- Flow sprinklers: m 10 1 : 3- 7 2 � • from In-Rack s 0 z 1 : 3- z 1 2 Pressure Required r i P P essu e e u ed at Source: 92.2 9 o .0 # � 4 Ps I t I I I r 1 I !� FI rink/ r : m Flow from Overheads e s 83.2 I - Pressure Available at Source: 104 psi - • P P I I `i 9 2 t ' f I T A A O G i I - II T R o STOHAG� � -t i 'I _ - - FI I i Flow from Inside Hoses: 0 m Surplus Pressure at Source: 11.7 t P 9 rP Ps °ea»�aye°�a°^�vrP°a :°ti�e9w�°gym I ,.°•.e.,° °° a e°°°e °°° ran I I �.I� . I I I ,8:88°°•°°e°•°:<e�ova•<°•° :•°°o•°.°e•,:°:°.•=08°.' 1 B ' � U46 ` Flow from Outside Hoses: 0 gpm TENTING OVER SPRINKLER PIPE BY OTHERS R� M W * M ee =� M w m m m +� Other fixed flows' 0 pow +� r �T Total flow in stem piping: 83.2 gpm I I i a2-o I I r I I I ( I ' � Y e JOIST OR TRUSS RPE WGER _ Adddional flow at/beyond source: 100 aom �1 2 * O 15-71 O P O 1 ! O 111 2-7 1 1111 51 1 z 11 1 , 15-01 1Pz j 1=! O 5-0z O P! �_. _ 15-01: O i 2-0 � � Total of all flows: 183.2 gpm PENDANT SPRINKLER = I I ( 1 I I I I 1 p 1 "HEATED AREA 1 •^ C RI R 7� 1 I 4s -2 14 , GYPSUM BOARD CEILING V - - - - - - �`1 - � i I / �i 1-U42 -U 3 1 ; . � I ( • j� �--':� I I � ( ! I i - i� TET SU ATO DETAIL M - ' r E I g - ! 1 11 4-M! 1 D 2 (1-11 i! A- 1 13 8-11! 8- 2- \ 15- 1�t 5-81 6-11 0-0 T 1 - This s ste results for Design Area 2 - 4TH FLR CORRIDOR This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/1M9 1_ WALE MIS 1 I __ © __ Q _ _ O 11 -«*_ ; : I IN for THE FIELDS BUILDING I at 7670SWHUNZIKER RD • \ © ' '6 -\ -? ` n 1 (\ ( { N• - y�T ,- I I \ / contract no 2018-TF-001 is designed to discharge at a rate of 0.1 gpm/ft2(UmiNm=)of floor area over _ f ....-. ..- -_ I I ! O I 1) / ® I • / / O I I T ' 1 a maximum area of 454 ft' when supplied with water at a rate of 82.6 aom at 89.1 psi at the base of the riser. L®N ER:ALL RIND 6WALLED N AWA.S UWAI�AT 09 ABOVE 47 F 1 1 -- 4 q \ / • F` Hose strew allowance of is included in the above. �, s ( 1( 1 I 11 1 1 I 1( 1 b ACLUTAREASPRLPBILYIaLATEDTDAW'IrAN40F I ^ I I O I _ _ _ _ N ( 1 _ _ __ __ ___ I Q I Occupancy classification: LIGHT HAZARD Number of heads flowing:4 _ _ Q __ \ \ Commodity classification System Type: Wet MOTH INSI.L.ATKX1t NM 6 P10r N r'�S°RINQHt COMR4CTQr6 SCOPE OF NCIRIC - iQ 1-0 e1 / I ( / qq §§ - ^Lr � 1 � q 8191 10-1 8-1 I _ _ Maximum storage height. Maximum velocity: 17.37 fUs _ I 1 ! -- IN ✓a - _ R 1 L� I 1 ( .Tf" 8 1 I I I I I 1 �� I _lam L -0 d,l I Storage wangement: L 7 / Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 89.1 psi LYlD ATEA NSLATION-mwr OWER WE WITH I'bl1®V TO 1 , 1 / I �iI 1 I I/ I / Je l _ Y I ( \ ( I I �- I� I I O I / I ( I \ I 1,-.II➢I ao Flow from Overhead sprinklers: 82.6 gpm Pressure Available at Source: 104 psi SIIiUC7w AVOID FILLAG N BETWEEN PPE AND CELNa j e ,� ( V 1 8 5R '\ / 1-0 ( 0 1 / �1I \ \ m ( O 1 - Flow from Inside Hoses: Ogpm Surplus Pressure at Source: 14.8 psi ur) -(\ I/ I ' 111 ( ; b I I 1 / I I I I d II ( 0 1 I 1- I I \I I ( / I I I I I- OtheFlowfrom fi ed flows: Hoses: 0 gpm 0 aom - �- -( / -} ♦F 6-01 -0 1 / 1 1 I I 13-8 -01z t 11 1 f / 1-0 / � 1 1 13- 1 � Toial flow in system piping: 82.6 gpm \ I vy 1 1 _1 I I - - P�, 1 II \I \ Total of al Bow aVbeyond source: 100 oom _ 7x ,z?s�(IY, ` Px I A ( / 'I Total of all flows: 182.6 gpm 1 1 I \I I / 1 �T \ / II I \ I 0 / N O N ' �, Y N ( I • � I 101 .� I I I O '1 O mpocKETJ Lwa� - \ yNl: 2 ED AL; �/ IONTIOI IR[pE �'+ ? UN IF ED \ U2BED .�� R16E yN T2B -- 3'WI►y9iPHA]1DsTAYASCLOg1U71#6B 1® - 40 U R1 BE� OHROO Oro o GN 1 D �0 \� 1 ,0 1-4 2 I -414 _ BOTTOM CHORDS AS POSSIBLE 1.4 CO ROL V 1 O6 - ! l - Change of Direction TENT NSU EAT Ofd DETA E 1 .D - � .- FLOOR SYSTEM RISER -_- LOOP Offset Long Run of Pipe 6-8" 7v- -11� Y - �---� - � � - �-I - � I HOSE VALVE � - -�� 2/5 L 1/4 L � OPTION 2 SIC"ATS ROOF MANIFOLD WI I Provide sprinkler head in closet. 10-6 " 11 -8"� ' ~ 1/2 L L i 1 I (2)HOSE VALVES-� y FOR STAND PIPE 1- / Christina K,Otak. 6"Min 6"Min �. TESTING(SEEFP4 - Rotate location of hose valve FIRE PROTECTION KEY 1/sL FOR STAND PIPE SECTION) and controls away from the 1/4 L window. KEY: Christina K,Otak STAND PIPE STEEL EXPANSION PAW�WHNISIO SLOOP AND OFFSET CONFIGURATION 0Hanger or Guide 1 .1 1 .2 1 .3 1 .4 1 6 1 .8 ( .. 10 1 .11 1 EXPANSIONLOOPEL OnSET..OFCP EN Not to Scale IRestraint SPRINKLER PIPE (CPVC) OREsmcmmx¢ rrronfEExP+&MW. ►Expansion ELEVATOR SPRINKLER 4TH FLOOR HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING The shaft has been replaced ELEVATOR PIT PER NFPA 13 8.15.5.1 FIRE SPRINKLER PLAN With closets at each level. SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY NOTE : GLOBE THE INCH PLAN SYMBOL = Provide sprinkler head. WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERAGE SPRINKLERS CALLED FOR 11,962 SO. FT. 1/8' - 1' - 0' Christina K,Otak. PER NFPA 13 8.15.5.5 20' x 20'- 400 5Q FT. MAX 5PACING 20' W/ 10' MAX OFF OBS. MINIMUM SPACING BETWEEN HEADS 15 V 1 .1 1 .2 1 .3 ) A 1 .5 1 .7 1 .9 0 1 .11 .1 FP1 I I 11'-8" 6--8--j5'-11 ' I 68 Calculation results for Design Area 3 - 3RD FLOOR UNIT ^~ � I ° , '_ • i ! '. I ( ! This system as shown on FIRESTOP COMPANY company pont no FP3 dated 10/1/19 I I ! ® UNIT 1 BED I 1 for THE FIELDS BUILDING 1 at 7670 SW HUNZIKER RD _UNIT 2 BE - "NIT I +� I ° 10 E� -UNIT-11 BED- T� BE- O - NIT 2 BE contract no 201 was of is designed to discharge at a rate of .4 gpm/B (UmiNm) b Boor area over 6 1 301 -I I ( I ( UNIT 1 BED _ / ! - - - - - - when included in the above. the base of the riser. 1 -_-- -._1.-- _. -_ '903' _ I ^_/_ 305 - .....1.307 1 309 ... ( I 1 / ( I I t - 1_3q 3. Hose strew allowance of w supplied at 90.8 psi at m O I \ M ao I 1 " / I _ - _ "/ 0 , 0 Commodity classification: DWELLING Number ofheadsflowing:b . ...m -� _ / - .._ - y - � ..... Commodhy classificafion: System Type: Wet -_.... ..._.._.. _- ------- / +!x Q ,J, Maximum a rangemstorage ant: Maximum velocity: 27.44 tt/s ----- - -- Storage arrangement 9-7 1 1 9 / \ -7 11 ( -0 11 I 2-2 Q 7-3/ 2h ( O 1 2 1 3 ( _O 10 - 5-1h- (V$ 1 3 ( OS-Pz 8-4/ \ 1 JI 5-0 Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 90.8 psi Q -_ - -. - - Flow from Overheads sprinklers: 81.4 m Pressure Available at Source: 104 psi �@- I P gP f _ 1 O 1 �4 1/- I Q 1- .^ -\ �� / _ \ aP ,O- -\ �+f /� ( Q _ - Flow from Inside Hoses: Ogpm Surplus Pressure at Source: 13.2 psi . ^ _-_ \ / \ ^fi / _ _� -a- \ / \ -.-. - ...._ \ / \. ,� - -_ Flow from Outside Hoses: 0 gpm O 0 \ _ _ \ / O O _ Other fixed flows: 0 pow __. - .._ ..... ..- ... _ -� _ ..._. -i .-.-. an - .- . b - .-.-. .._........ _ _ Total flow in system piping: 81.4 gpm _. - - 77�-3.-+ 1 zJ' 1-1 0-911 15-0z 5 1-11 2-41 6-4 0-111 T / ! / ! / 2-0 - /- 2-3Ex S-11z - g-1-0 ' - � -.. L Total of all flows: 181.4 gpm • ___ ___ _ I ' 120 O e - 1 Calculation results for Design Area 4 3RD FLR CORRIDOR 1 This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/1/19 - -.-....-.. Y P I I r ,0 t } 211 � � - 1-U37 � 8-4 1 . 1 for THE FIELDS BUILDING 1 at 7670 SW HUNZIKER RD STORAG - ,-!� '� STORAGE - i : \. �. - p contract no 2018-TF-001 is designed to discharge at a rate of 0.1 gpm/fl=(UmiNm=)of floor area over _ �- I --f-jr^. -- y __ __ -- - - �'- -- X- STORA ( , - U3�_ N 1 '; �� its a maximum area of 454 B= when supplied with water at a rate of 81.6 oom at 73.8 Psi at the base of the riser. J `�-� C L-I __. __ � �-�� - .. - __ Hose stream allowance of is included in the above. n l i 1 .B - - - -- - - - - ® ar m �- Occupancy Gasification: LIGHT HAZARD Number of heads flowing:4 SEE 4TH FLOOR SEE 4TH FLOOR Commodity classification: System Type: Wet FOR SPRINKLERS O 212 o 15-7: o• 112 1 010-511 15-012 9 1 1542 112 6-0814-- a---m- - -. O 5-01: 1 1-1 1 1=="1112 1-31: O 1 1 O =:_- _ 15-012 l0 1-1 1: 2-6 FOR SPRINKLERS Maximum storage height: Maximum velocity: 27.5 We THIS AREA CORRIDOR I qr qr THIS AREA Storage arrangement: se ^m 315 :..r Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 73.8 psi Flow from Overhead sprinklers: 6 m Pressure Available t Source 104 psi a ^ b d � � �� Q ('L-' i� Flow from Inside Hoses: k 81 0 gpm Surylus Pressure at Source: � 3 M 1_U - -U33 U U34 e -- 1-U _ / _ - Flow from Outside Hoses: 0 gpm E Other flows: 8 0 pow - �8-11` 1I 10-0!' �-- � - Total low in system pipmg: 1.6 gpm 3-0 11 n p 1 4-101:`- 1 5-9 6-11 ,- i Additional flow at/beyond spurts: 100 pow \ _ _ ,' flows. 181.6 gpm Q I' Y 00 T E 1-0 - - j h 14 - - -- 1 I i t-6 " N -/ ED - _.1 - - \ a-91 - 4'-2" 1 L - - L \ 1 / 4 0 0 O _ 0 1-304 / \- / \ - I 0 O �1 - - - o - 10 / 13-21 \ / 1 / n / 1 ! \. -1 8-ia1 _ 11-4 - / \1 i ' ' � 1k - 1� O T r N N \ I o �1a I N \ \ 01 N N O \ N O r O i UNI 2 -, -a I ' 1 ! -1U ! �- / \UN1i1 BSD IY_ \ - o 11-01: I I UNIT 1 BED ^I OB \ =UNR�BED �? UN T 1 BED r UNT2 BED o I- ll I �J FLOORSYTENRISER t f 1 1 r 1 D I STAND PIPE RISER r HOSE VALVE I I Rotate location of hose valve and controls away from the window. Christina K,Otak 1 .1 1 .2 1 .3 1 .4 1 .6 3RD FLOOR FIRE SPRINKLER PLAN 11,962 SO. FT. 1/8' - 1' - 0' IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT SPRINKLER SCHEDULE & LEGEND 3RD FLOOR & 4TH FLOOR CHECKED BY: M MORALES IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT N MFG. MODEL ESCUTCH. APPROVAL. TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER �> 232 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 7-2018 FOR PERMIT / INSTALL V 16 PEND WHITE 175 4.90 1/2- GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION 10/2019 ADD CLASS I STAND PIPE D1 34 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED ESTOP CO . THE FIELDS APARTMENTS PROJECT N6. 2018-7-001 IN ENGINEERING TECHNOLOGIES a 01 2 344 g 16 0 25 PEND WHITE 155 5.60 1/2" GI-5601 GLOBE GL RECESSED BUILDING 1 Then= of this o�tis°show that o� AUTOMATIC FIRE PROTECTION SPKR ON SHEET: 310 Robert L. Knight Jr. LJ«Q7- +-^^'yt++�' D 1 SIDE BRASS 200 5.60 1/2' GL5626 GLOBE GL N/A is mbfiM in t,.t �•a) 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 JOE: 619 ,Teter-Booed sylt�x layout Yeamci a catlrratma Na. Oa•66catma(a)Yam tLra 7670 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SCALE IN FEET IHEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 1 = 619 TOTAL COUNT FLOOR 3 & 4 = 31 O (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 9 - BLD 1 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 10/1/19 1 •A for THE FIELDS BUILDING 1 at 7670 SW HUNZIKER RD ASTENER contract no 2018-TF-001 is designed to discharge at a rate of 1 gpm/n'(Urnin/m�of floor area over PLAN SYMBOL a maximum area of 750 ft' when supplied with water at a rate of 764 qpm at 152.5 osiat the base of the Haar. }FASTENER = }FASTENER W }FASTENER SNIVEL FITTING SCH. 40 PE \ �r Hose stream allowance of is included in the above. , CE SEE CALC� FASTENNER Occupancy classification: STAND PIPE Number of heads flowing:3 -SWAY BRACE PIPE FASTENEa Commodity classification: System Type: Wet 333 >_ SO (SEE Pte)PIPE BEING BRACED PLAN SYMBOL 1 Q� ` `rF ti LATERALLY ti SWIVEL FITTING I ap y0y Maximum storage height: Maximum velocity: 19.26 H/s , F x - SWIVEL FITTING J GP Storage arrangement: Oy Oq -SWAY BRACE ATTACHMENT SWAY BRACE PIPE cy4' I'�2-1 L_hLi Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 152.5 psi PLµ gyyea CSF (SFE PLµ) Flow from Overhead sprinklers: 764 gpm Pressure Available at Source: 164.8 psi FIGURE A FIGURE B FIGURE 0 E PPE BEING BRACED f LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR f LONGITUDINALLY SWAY BRACE ATTACHMENT Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12.2 psi FRICTION CLAMP Flow from Outside Hoses: 0 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 LATER4L BRACE LCh0MOIVAL BW CE 4l�Y.4KIF Total flow in system piping: 764 gpm SCALE: NTS SCALE: NTS SCALE: NTS •`� Additional flow at/beyond source: 0 qpm .. Total of all flows: 764 gpm MINIMUM 1/2 DEPTH . BEAMMINIMUMB 1/2 DEPTH . MINIMUM 1/2 DEPTH OF BEAM BUT NOT t3 IN. BEAM BUT NOT <3 IN. BEAM BUT NOT t3 IN. FIGURES ARE (;EHLTBC DEPICTIONS OF SWAY BRACE ASSEMBLIES, ACTUAL FASTENER OPoENTAfiON MLL VARY BASED ON ANGLE A 1HRU I SHIPS LADDER FOR WOOD BEAM FOR WOOD BEAMS� FOR WOOD BEAMS C8 av I FASTENETR W t FASTEN TER W }FASTENER '� SISTER 2 X WOOD BLOCK EQUAL TO WIDTH OF TRUSS CORD LEVEL 04 TO PLATE tY LEVELL94T PLAO TE n 3� a 35'35'-1010 V OSEC 2014,SI LOCATION OF CLAW 35 -10'� s ONE STANDPIPE HOSE CONNECTIONS �� TRUSS CORD MIN LENGTH OF 3'0" ATTACH W/ MIN 8 16d NAILS OR 1-0 2-2 /8 - #10 X 3" WOOD SCREWS U s L A HOBS CONEOTION SHALL BE �® C10 C9 ® ABOVE ��„� a 1/2° ATR W/ NUT & WASHER BOTH SIDES CONNECTIONS SHALL BE LOCATED AN Hvz STAIR 2 FIGURE D FIGURE E FIGURE F 0 AN NTER EDIATE FLOOR LEVEL LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR U ANDING.151ETUEEN OTHERWISE APPROVE DAY nEFn� ® C10 FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE / SWIVEL FITTING OCCE OFFICIAL. OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER STAIR 1 rTvI WLL A I� �TALLATIOr _ OF THE STAND-FIFES TO BE LOCATED y p AT FLOOR LEVEL LANDINCaB INSTEAD Hw SWAY BRACE PIPE ® OF AT THE INTER'EDIATE LANDRYaS AS f v AuaeEn PER OFC�e r.FOR TH1B G € (SEE PLAN) a PROJECT. JOHN 111OLPF- IAA ON N }FASTENER i FASTENER W i FASTENER DEPUTY F11riE thARSNAI-z i' PIPE BEING BRACED © S.WHERE THE T& ROOF AL A SLOPE LESS O WT � % = li - LEVE 04 LATERALLY LEVEL 04 THAN 4 WITS VERTICAL M a WITS 7- HORIZONTAL,A HOSE CONNECTION 27'-9 1�M2" i/ .�' SHALL BE LOCATED TO SERVE THE - - ® RDOF OR AT THE HIC&EST LANDING O' n - - F C'y SWAY BRACE ATTACHMENT A STA Y WITH STAT BB TO _ 1 II01L4 R ACCESS _ _ t FIGURE G FIGURE H FIGURE I THE M \ 1 LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL �( RO ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ., ) OF S�TRUCTTUTALOMEMBER OF S�TRUCTTUER RA MEMBER OF STRUCTURAL MEMBER EQ ATTACHMENT ER INTO FACE �S 1 STANDPIPE ELEVATION DETAIL KEY _ 1 ( ) TO WOOD CORD ANGLE TO VERTICAL a - " 0 p1 4'FROM SITE INDEWA UNDSUPPLY STORAGE � \ LAT OR LONG BRACE 30' WEIGHT 45' WEIGHT 60' WEIGHT 0 o TH1PolSTBLOCK IPERNPABCHAIPTERIO SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: A 175 D 200 G 200 11 FLANGED RETAINNrx RANGE SCALE: NTS I SLEEVE AT FLOOR SLAB BV 2'CLEAR SPACE AROUND PIPE B 250 E 350 H 330 ® ® 41 GRID BUTTE-WLY VALVE-ESV'NORIALLY OPEN Flexible Couplings Shall be Installed as Follows: < © 41 CAM CHECK VALVE 0j Usted 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 ' 4'�RISER f(ggFOLD By, n VALVES aro CarcYe+re 2 1/1 in. or larger to move differentially with the individual sections of the building to which it is attached. MAY IC ACI(N a'ROTATED' Couplings shall be arranged to coincide with structural separations within a building. DRAIN AND TEST POAY Y A -SE ORIENTATION 9 P 9• LEVEL 03 FLOIUSWIiCH MAY VAR -SffFFP7NNS _ LEVEL03 The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3.1 (1) thru (6). ® e'--s11� PRESSURE GAUGE FaNI.00ATQNanYPfAU 18-6114- PRESSURE RELIEF VALVE ® INSTALLATION NOTES: 121 2'MAN DRAIN TO EXTERIOR LOCATION 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWINGS. DEVIATION FROM PLAN - - LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. VALVES Aro IN A'ROTATE s I* HYDRAULIC PLACARD P SYSTEM T ORT'F RIS 2) n IS ACCEPTABLE TO USE BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE CALCULATED. I.E. BRACE ANGLE B (45•-59') a ® 4-TOFFLEXIBLE -SEE PPI TOP AND BOTTOM Gf RISER n 1 1 WAS CALCULATED. R IS OK TO USE ANGLE C (ST - 90'), BUT ANGLE A (30' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. MAYBES AND NA'ROTATED' ® N T.T j POSITION.V Y-SE FP M A45 � 4'TO FDC -SEE FPI FOR DETAIL 1 MAY VARY'°� ^' 8 0 17 4 IUAY EGIJAKE BRACE _ 1 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. Fars LOCATICid.mPrw " ® 21 GRYD BUTTER LY VALVA-ESV'NOR11ALLY OPEN STORAGE QQ © 2'GRVD CHECK VALVE NOTE: PER NFPA 13 9.3.5.5.8 AND 9.3.5.6.2. © 21 GRVD RISER MANIFOLD UV. j® 1) LATERAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24. OF THE CENTER UNE OF THE PIPING BEING DRAIN AND TEST , LONGITUDINALLY BRACED. 2) LONGITUDINAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24" Of THE CENTER UNE OF THE PIPING BEING FLOW WTC44 a LATERALLY BRACED. ® M I PR°85UR:RELIEF VALVE ® I-V4'CPVC TO FIRE 5PRINCLER SYSTEM LEVEL�2 LEVEL�2 g'-3 7/q^ V © 21(`.LEAK SPACE AROUND PIPE-NO 13ExIBLE COUPLING Ffit1ITD 9'-31/4 ' ® D ® 4'FLOORA' WR CLAMP ; 2-101 HOSE VALVE try CAW AND CHAN AND SU4 READRI s n UET AUTOMATIC STANDPIPE FOR FIRE DEPARIPENT USE ONLY ® LATERAL 2 ILLAY EUISICE BRACE BEEN 2'EXPRESS GANG DRAIN © 4'NIBCO GD-4165-41UP ROOF POST INDICATOR VALVE M RISER DETAIL ® 2 WAY sTAlDPHPE RooF OUTLET CONNECTION t/4' = i' - o' ® 4'GRVD BUT1 VLY VALVE FOR STAIR 2 -ESV'NORIALLY OPEN ® 4 5C4 I0 STAND PIPE i0/FROM STAIR 2 ELECT i T 19 (2)2-VJ'HOSE VALVES FOR STANDPIPE TESTING B � ALL ELECTRICAL UARN6 BY OTHERS FIRESTOP START POINT 0 5rA1'rJ A5 W(UI1� 3 BV OTHERS 'ESV-ELECTRICALLY SHPERI�ISED GROUND LEVEL GROUND LEVEL ° 0 PRovISIONs FOR FORWARD ° 0� l� FLOW OF IBFP THRU 2" MAIN DRAIN NOTE U.G. TO BE RUSHED AND CONNECTION CAPABLE OF FLOUJING HYDROSTATICALLY TESTED AS PER 83 Car" a PITOT OF I PSI NFPA 13 AND LOCAL CODES PRIOR TO O Al O CONNECTION TO SPRINKLER SYSTEM03 :-, STAIR SECTION 1 6-2 STAIR SECTION 2 FP4 Ua• -r -0' p W4 1/4• -r - 0' iC19 N SEISMIC BRACING CALCULATIONS Sheet 1 of 3 SEISMIC BRACING CALCULATIONS Sheet 2 of 3 SEISMIC BRACING CALCULATIONS Sheet 3 of 3 Job Name:THE FIELDS JoI 2019 Job Name: THE FIELDS Job w:2019 Job Name:THE FIELDS Job t!:2019 TESTING'.. Address: 7670 SW HUNZIKER RD Contractor. Firestop Company Address: 7670 SW HUNZIKER RD Contractor, Firestop Company Address:7670 SW HUNZIKER RD Contractor. Firestop Company TiGARD,OR 97233 Address: 3203 HE 65th Street,#2 TIGARD,OR 97233 Address: 3203 NE 65th Street,S2 TIGARD,OR 97233 Address: 3203 HE 65th Street,152 C15 C16 _ C17 ; Vancouver,WA 98663 Vancouver,WA 98663 Vancouver,WA 96663 Phone: 360.716-8604 Phone: 360-718.8604 Phone: 360.718.8604 sroR - A Sway Brace Structural Fitting Information: Sway Brace Structural Fitting Information: Per the available structural drawing information from sheet Si for this project, the following data L 4 Brace Information Brace Information has been used to obtain the Short Period Response Factor"for NFPA 13 Table 9.3.5.9.3: 1-Lai Make: Model: Allowable Harz Load Make: Model: Allowable Harz Load Occupancy Category = II rrr rrr�rrrrr r r rrr rrrrarrrrr rrr.^r r rrrrrrrrr rrrrr r .. Y 21 }0 21-0 19-4 _ Maximum Spacing 40 feet TOICO 909 Per Table 9.3.5.2.3 Maximum Spacing 40 feet TOICo 909 Per Table 9.3.5.2.3 Importance Factor: 1 = 1.0 Length of Brace 7-0 Rating: Aci per 5.3.5.2.3 Based on Angle(d) Length of Brace 7-0 Rating: A4 per 9.3.5.2.3 Based on Angle(d) Site Class = D `" STAND PIPE FAB PLAN SDS = °•721 SD, _ °•444 Bracing Material 1" Sch 40 2015 HIS 1425 Divide Rated Load by Bracing Material 1"Sch 40 2015 IDS 1425 Divide Rated Load by Design Category = D 1.74 4TH FLOOR Angie from verfide 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Angle from VerUcle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 The Following information has been obtained using the "U.S. Seismic"Design Maps"Web Application'." a Least Red.of Gyr. .421 Make: Model: 45-59 d/1.414 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.41 a iia - i _ 0 Conterminous 48 States Table 9.3.5.9.3 Seismic Coefficient Table L/R Value 200 Tolco 1001 60-89 d 11.155 L/R Value 200 Toieo 4A 60.89 d 11.155 2010 ASCE 7 Standard (w/March 2013 errata) Ss CIO Zip 0. U i' aa- A3 A4 Max Horizontal Load 1310 Rating: AI per 9.3.5.2.3 sod/1 Max Horizontal Load 1310 Rating: Alf per 9,3.5.2.3 sod/t Spectrraal Response Accelerations Ss and S1 e 97233 0.33 0.40 s 0.38 To interpolate between CID values 4 Force Factor(Fp) 0.505 2015 lbs 1425 Force Factor(Fp) 0.505 1600 lbs 1132 Ss and S1 = Mapped Spectral Acceleration Values 0.50 0.40 the following equation can be used: Fastener Information AssemblyDetail Fastener Information Assembly Detail Data are based on a 0.05 deg grid spacing 0.60 o.a2 t B4N Y Period Centroid Sa (- Cp-high'w•bw 0.70 0.42 CP= W,ow+ (SS-Ss-low) NFPA l3 Figure 9.3.5,1- i Details Provided on Pian NFPA i3 Figure 9.3.5.12.1 Details Provided on Plan (�) (g) 0.75 0.42 Ss-high-Ss-low s Orientation Angle H Mirrmuin four Orientation Angle E 0.2 0.975 (Ss) 0.80 0.44 The CID value for this project is: U ND PIPE(RISER DG Type Wood N/A but�t s,h beam Type Wood N/A Fastener M'of a a but not Period Maximum Sa 0.95 0.50 d' Angle G,H.or ° ° tastener diameters 1.0 0.423 (Si) 0.90 0.48 CID= .5 5 0 0, >r R 2-1�2'SIAMESE FDC Diameter 1/2 depth and not Diameter 1/2 orientation ALARM ELL OR HORNISTROBE <3 in.(76 mm)for <3 H1. d mm) (SBC) (g) 1.00 0.51 Cp•IOW= 0.5 cJ 4 CM 2 Length(embedment) 31/2x1/2 TB wood beams Length(embedment) 31/2x1/2 ITS for wood beams 0.2 0.975 (Ss) 1.10 0.54 Cp-high = 0.51 kr- The hose valve does not work Angle G HXAI Angle D. 4-10 G=30=to 4a= E.or F D.E.or F 1.0 0.423 (S1) 1.20 0.57 Ss= 0.975 in the current location because Max Load(fits)Steel N/AMax Load(lbs)Steel N/A A11 H-45'to 59' PerlOd Minimum Sa 1.25 0.58 Ss-low= 0.95 'o ; ^ the closet door is there. Max Toad Ub5)wood 330 I s�'(a Max Load Obs)wood 350 Angie E=455 to 1 (sec) (g) 1.30 0.61 Ss-high = 1 o ! N Christina K,Otak. Load Parallel to Structural Member Angle F=60'to 90 4 Max Load(lbs)TJI N/A Max Load obs)TJI N/A 0.2 0.975 (Ss) 1.40 0.65 l , -oif C7 1 .3 1 .4 Load PerpendlcLaur to Structural Member 1.0 0.423 (S1) 1.50 0.70 Cp= Seismic coefficient Value :M RISER I Max Lona(fns)corrcrek N/A Max Lona(lbs)Concrete N/A 1.60 0.75 Cp-low= next lower from table VALVE / Pipe Pipe Pipe WGIGfrT4LhJH, WT. Net Brace Brace Identification on Plans Pipe Pipe Pipe wEtGHT(Lh. I Wp Net Brace Brace Identification on Plans Conterminous 48 States 1.70 0.79 Cp-high = next higher from table STAND PIPE FAB PLAN size T Len .;,,-. Factor Tot.W i. Tat.W t. A site Tyr Length ��.,,.'.. Facto Tot.W . Tot.W i. B 2005 ASCE 7 Standard 1.75 0.82 Ss= Spectral Response 4 Sch 10 40 11.76 0.505 237.96 Orientation of Brace 4 Sch 10 40 11.769' 0.505 237.96 Orientation of Brace Zip Code 97233 1.80 0.84 Ss-low= next lower from table 1ST FLOOR N/A NIA 0 0 0.505 0.00 LATERAL NIA NIA 0 0 0.505 0.00 LONGITUDINAL Spectral Response Accelerations SDs and SDi 1.90 0.89 Ss-high = next higher from table N/A N/A 0 0 0.505 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 = 2/3 x SMi 2.00 0.93 i�8� - 1r - 0• N/A N/A 0 0 0.505 0.00 Table 9.3.5.5.2(a or b) N/A ttiH O 0 0.505 0.00 Table 9.3.5.5.2(a or b) Site Class D 2.10 0.98 NTA NIA 0 0 0-90 0.00 Size&Sch N/A NIA 0 0 0.505 0.00 Size&Sch Period Centroid Sa 2,20 1.03 N/A N/A 0 0 0.505 0.00 of Pipe Braced NIA NIA 0 0 0.505 0.00 of Pipe Braced (�) (g) 2.30 1.07 N/A NIA 0 0 0" 0.00 4 Sch 10 WA NIA 0 0 0.505 0.00 4 BCtt 10 0.2 0.721 (SDs) 2.40 1.12 1.0 0.444 (SDI) 2.50 1.17 N/A N/A 0 O 0.505 0.00 Max Length of Brace N/A N/A 0 0 0.505 0.00 Max Length of Brace Period Maximum Sa 2,60 1.21 NIA NIA 0 0 0.505 0.00 40 N/A NIA 0 0 OSOS 0.00 40 (sec) (g) 2.70 1.26 NIA N/A 0 0 OS05 0.00 Max Allowable Load(Ibs) WA N/A 0 0 0.505 0.00 Max Allowable Load(lbs) 0.2 0.721 (SDs) 2.80 1.31 WA WA 0 0 0.505 0.00 Table a N/A NIA 0 0 0,505 0.00 Table WA 1.0 0.444 (SDi) 2.90 1.35 N/A Wa 0 0 0.505 0.00 Load 769 N/A WA 0 0 0.505 0.00 Load NIA Period Minimum Sa 3.00 i.40 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 (�) (g) Max Fastener Load 330 Adjusted Wp x 1.15(Ibs) 273.65 HORIZONTAL Max Fastener Load 350 Adjusted WP x 1.15(lbs) 273,655 HORIZONTAL 0.2 0.721 (SDS) Max Structural Fitting Load 1425 LOAD(Fpw) Max$tnlCiUfal Fitting Load 1425 LOAD(Fp;,l) 1.0 0.444 (SDi) Max Pipe Fining Load 1425 Max Pipe Fitting Load 1132 Max Horizntal Brace Load 1310 Adj Weight does not exceed MAX Allowable Loads Max Horizntai Brace Load 1310 AI 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: TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 7_2018 FOR PERMIT / INSTALL I R E S TO P CO .TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. N PROJECT NAME: SCALE: AS NOTED 1 10/2019 ADD CLASS I STAND PIPE NATIONAL INSTITUTE FOR CERTIFICATION THE FIELDS APARTMENTS IN ENGINEERING TECHNOLOGIES 8 0123456-15 16 BUILDING 1 PROJECT N0: 2018-TF-001 no nt:ar of thk apabiftlm llhm thatSPKR ON SHEET: Robert L. Knight Jr. 6 AUTOMATIC FIRE PROTECTION is�A is the teanwal°1egs) 3203 NE 65TH ST., SPACE 2- VANCOUVER WA. 98663 PROJECT ADDRESS: SPKR ON JOB: 618 0030Tatfr1ed LEVEL E III f�100164 Cadnedim U 04�/ Ol)Ya 2021 7670 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 4 OF 4