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Plans FPS2018 -00146 ( 2/2 ) UNDERGROUND PIPING NOTE' / / / / GENERAL NOT RECEIVED OO FID SYSTEM OBE ESDESIGNED AND INSTALLED IN / ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERSAND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / DEC 1 7 2019 (�)FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION a 1f-01± INSIDE OF BUILDING / / /CITY OF TIGARD BY THE BUILDINGS FIRE ALARM 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. / / / OALL PAINTING OF ELATED COMPONEN S TO BEP PERFORMED BIRE OYNOTHER TRADEPIPING AND R DIVISIONS. BUILDING2 C ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. TO BE FULLY SPRINKLED \ / / / / / / s SSALLPRINVKLLLER DING PIPING TO BE HUNG BE DONE BY AA PERTIFlED WELDER IN A AS PER NFPA 13 ' 2013 AND ALL / _ _ / FABRICATION SHOP PER NEPA STANDARDS. / _ � O7 SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. / / / / — ® Os UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATE AND LOCAL CODES AND ORDINANCES / / STATICALLY TESTED AT 200 PSI FOR 2 HOURS. ®e / / / / / ��� TALL 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. T1 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME 13 DOMESTIC MATERIAL NOT REQUIRED. 1°-0 14 SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. -f. ® ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. @ ELEVATION OF PIPE SHOWN AS [+0-01 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 / / O R 11 / / A �� I ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS: S BLDG 1 I \ / 00 `�' Y V lh� � � � CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. — — / 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED I BLD L U B H O LAS E / / / o o® o ® i/ / B CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 47 838 S F G ' �/� ' / o = o 0 0 // f I NOT MORE THAN 9' FROM ANY SINGLE WALL IN LIGHT HAZARD ONLY. S 3 —F s F�/ I __ ® // B AS PER NFPA 13 8.6.3.2.4. 40 222 s F I I " '• h`�' _ — I� I 1a SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR 11 I LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR I I 2 I I I r II 0 OSTORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. x I 1s SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. NFPA 13 o = S I I I 8 a _� NCEALED SPACES ENCLOSED WHOLLY ORiPARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. 4 — — — m o 0 I 1 BLDG 4 8 -� = II I I zo ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS — — _ _ _ _ — x "•'- _ —==II _ e 0 ®® o I 3 — — — I 4 48, gg 0 S F g L D G 6 _ II I PO P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER I THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE 608 S F UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END 56 I SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN _ _ — — _ II I 12" NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING o ®o �,e®® d d mm � I KEY NOTES : o m v o m ® e o o + — _— ®® ®® o ® o e e m II PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED _— 11 o I (��-0+ � m o ®® � ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. 9 = _ 0 411 C900 28-0± o m � � 0 276-0+ 8 m, 23��, 8 16 411 C900 44-0± � � � � �� ��� eme® mo ® o o e —20— _ = = = � , 411 C900 43-0± e e 0-0± 2 SCALE IN FEET L,474" C900 46-0± m e e - VICINITY IAP FLOW TEST INFORMATION STATIC: 104 PSI w a 411 C900 106-0± RESIDUAL: 100 PSI s O NTS 411 C900 46-0± SITE PLAN FLOW: 2500 GPM PROJECT O - - ....- - LOCATION SCALE — 1" = 50�-0' CITY WATER 8.15.1.2 Concealed S aces Not Re uirin S rinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1 -3 TYPICAL CORRIDOR ASSEMBLY FOR FLOORS 1-3 ALARM BELL O R HORN/STROBE WYATT FIRE PROTECTION 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 217 DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. FIRE DEPARTMENT CONNECTION UNDERGROUND: a" CIRCULATING TYPICAL FLOORS ITHRU3a ' F Lk�a�' ORIFICE: 4• I�.w+arrwe u 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 either directly c onto metal channels not exceeding 1 in.in depth,provided the .t joist channels are firestopped into volumes each not exceeding 160 ft3 using materials equivalent to Me web construction and at least 3 1/2 in.of batt insulation is installed at the CORRIDOR v bottom of the joist channels when the ceiling is attached utilizing metal channels,shall not require sprinkler protection. TYPICAL FLOORS 1 THRU 3 8.15.1.2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection. e.—.www" UNIT 3 8.15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted. ••^ - TYPICAL FLOOR 4 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 HU bottom edge of the joist of the roof or floor deck,provided that in composite wood joist n2j/rPr construction the joist channels are firestopped into volumes each not exceeding 160 113 to the full depth of the joist with material equivalent to the web construction,shall not require s 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. 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 tEss THAN TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. SO FT OF AREA: 397 / 4 = 99.25 SQ FT PER SPRINKLER r T LES<Y AN 1ST-4TH FLOOR PENDENT SPRINKLER LISTING REQUIREMENTS: I--I 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for USE PSI FOL GPM CORRIDORS & USE THE FOLLOWING FOR CALCULATION: STAND PIPE(S) / 4 a buildings having unsprinklered combustible concealed spaces, j #'D "" as described in 8.15.1.2 and 8.15.6,the minimum design area of 200 SQ FT PER SPRINKLER 3 sprinkler operation for that portion of the building shall be eight z I/P RIOY TIE TWA UN sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP surr soar l M NOT�AN r�w¢>s SIWPORNNG MAN DMFS I SIZE DESIGN AREA DIVIDED BY THE NUMBER sN�ssETr,/ 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS NKLERS IN THAT AREA: RM 00 AS PER I151NG room design method is used,the following shall apply: SO FT OF AREA: 397 / 4 = 99.25 SO FT PER SPRINKLER AL Dia`owvnruvEr _ _ AT.ROD UP TO AND Na.UMG 4.- O 0 ® RISEPi KBD NOTES (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: ::::::::•..:.•.•.: :••.>:: >:•:,:•:•:•e:•:•::::::::::: a minimum area of sprinkler operation of 3000 ft2: 16.7 PSI 20 GPM 4 4 P P @ 1 F— Light or ordinary hazard occupancies where USE THE FOLLOWING FOR CALCULATION: IIAWE71 RWc 0 - 1 4 SCN 10 SYS ,� 0) 9 Y P FROM TEM RISER 11! xNXm Exc noncombustible or limited-combustible ceilings are attached 200 SQ FT PER SPRINKLER 3-654 1-3 2 4'CsRVD FDC CHECK VALVE TENT INSULATE PIPING ON 4TH FLOOR / •:.:•,,:•:•:.e:.;,:•:•:•:.::•:• e•c•s LU to the bottom of composite wood joists either directly or on to woo worn AL Naerr Lr•ROP WXP N'MUMAL MMHT&V RX 3 4-WAY SWAY BRACE a TOP OF RISER RESIDENTIAL SPRI NKLERON CPVC PIPING LRESIDENTIALSPRINKLEAON CPVC PIPING Z metal channels not exceeding 1 in. in depth, provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR tnl>a excteTN saclxa I°PEti� rboa aaci�Tx saclxA PA•ErKWi 4 ELECTRIC ALARM BELL OR I•IOrdJ/STROBE a�T,eEa ro1PoD0e uNTzem O adjacent joist channels are firestopped into volumes not retro r w• r-f N MW :• w• r-a SIZE OF DESIGN AREA DIVIDED BY THE NUMBER 06Tm'°° 7 r^ '' °1GmW 2W. "° 4' I 5 V2' BALL DRIP ASSETIBLY H exceeding 160 ft3 using materials equivalent to 1/2 in. OF SPRINKLERS IN THAT AREA: WTm r 1 IW I r-4• I BOB. v 0 gypsum board and at least 3 1/2 in. of batt insulation is 6 2-12 X 2-IR 114"SIAMESE FDG CONNECTION IM FT OF AREA: 454 / 4 = 113.5 SQ FT PER SPRINKLER SAMMY SCREW WOOD HANGER ASSEMBLY Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: N T S ALL ELECTRICAL WIRING BY OTHERS emma,. 0 is attached utilizing metal channels. 16.7 PSI @ 20 GPM + SIGNS A$REQUIRED / USE THE FOLLOWING FOR CALCULATION: L 11.3.1.3 the minimum required discharge from each of the four 200 SOFT PER SPRINKLER I I /� RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING C �l 1--f �e I �l D E= T ,tet I S © UW IBED �o NDCA UW20E" hydraulically most demanding sprinklers shall be the greater of the following: DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 & 2 TYP) PARALLEL TO JOIST 0 (1) In accordance with minimum flow rates indicated in V individual listings APPLICABLE SIZE R DESIGN AREA DIVIDED BY THE NUMBER •,°-.„r OF SPRINKLERS IN THAT AREA: PPE (PEIPENDICUAR SWILAR TO BION) yroDD eFaAf �p Too E (2) Calculated based on delivering a minimum of 0.1 gpm/ft2 SO FT OF AREA: 454 / 4 = 113.5 SQ FT PER SPRINKLER DOUBIE FASTENER STRAP SDE WOIMi TER WAD FASTENER WOOD TR - over the design area in accordance with the previsions of Ever t or design a 2 APPLICABLE PENDENT SPRINKLER LISTING REQUIREMENTS: WOOD „tU66 WDOD TRUSS, BFAEE u USE THE FOLLOWING FOR CALCULATION: RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING rrx 0-MG Jans #10 HEX HEAD SCREW �rn nu Ta lDer xn uR 200 SQ FT PER SPRINKLER urer,eEn conwoaa urarz aan HND aaoWa tEauWEc) PPE PARALLEL TO JOIST � FDC DETAIL •°, DWBIE FASTENER STRAP HEX TEM FASTENER 3/8•' = 1' — O^ elft4T.H..' W=Puss, WocDTRuss, �RESIDENTIAL SPRINKLERONCPVC PIPING OFFICE COPX SEW M BEAN,EfC. CPVC NO BLOCK HANGER DETAIL /RESIDENTIAL SPRINKLER ON CPVC PIPING uxr,eED eoamDaa axrtzeeo r._BEnoeNG N T s VALIDITY OF PERMIT �i MSTS THE ISSUANCE OF A PERMIT WOOD sna.eTAat tic BASED ON O�Llm MUM PPE PERPENDICULAR TO JOIST IEx"FASTENERLi DOCUMENTS AND ROTH RNSTRU N Dale E FASTENER smHFX HEAD FASTENER AP DATA SHALL NOT PREVENT `� A BUILDING SECTION THE CODE OFFICIAL FROFA Si rASRT�sW r rr1 REQUIRING THE CORRECTI O Deas rAsmaD 5XV 1/8' -T - 0' OF ERRORS. OSSC 1 WOOD TRIISS,BEAM,ETC. CPVC STRAP DETAIL DOUBLE STRAP PIPE HANGER NTS City of Tigard FPS a0 y Appyed Plans TABLE M TABLE N By-in pate 1 _$_ao NO UPWARD f�8Tr2AINT OR HANGER NANCsER S �GNIIRED BET LEEN SPRINk LE ZS HANCsER N N FINISHED CEILING LINE 1-o IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT WOOD FRAME CON5TFUCTIOp1 '� SITE PLAN, SECTIONS, 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: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ESCUTCH. APPROVAL TIGARD FIRE MARSHAL AS PER BLAZEMASTER PIPING SPECIFICATIO FROM: TEE FROM ELBOWNS SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 394 PEND WHITE 155 4.90 1/2” GL4910 GLOBE GL RECESSED HANGER SPACING Cops DROP E1F.An DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL 11T PROJECT NAME: SCALE: AS NOTED more >t3V <tOW >ttow OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, 21 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 I R E STO P CO . s/* aro• *D• m as Era• ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER t 10/ROIs ADD CLASS STAND PIPETHE FIELDS APARTMENTS T aV 47 N f0• 0'a• NATIONAL INSTITUTE FOR CERTIFICATION fY 50 SIDE WHITE 200 5.60 1' GL5641 GLOBE GL RECESSED PROJECT NO: 2018—TF-002 tye aro• aro• aro• fe ro THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES S m j 23�t)(p'j 8 I(p 47 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 2 IVs W 7v 7v s'o' �' CONSTRUCTION IS 1Y) PROVIDE VERTICAL RESTRAINT fhe records of We arpointim An that C0.� nn p t�.0. SPKR ON SHEET: syr W 7V 7V 2V TV OF THE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. 6^ ' N>� D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR a afful l in the teahniml meta) v E� 11 -1 0.00 1/2" RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER PROJECT ADDRESS: SPKR ON JOB: 520 etRFonr DIerANCE E&rWEEN~41CIHiB JOIST ARE SPACED 2'-0" O.C. OR LESS. Water-Band s,.�a E,�a Technician ceromtm Na. earumtiani fano rm , WA. 98663 7730 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALE IN FEET z INET WIDE MIN. 12 FADS T res c Ue:s8IJc 2 GL58k5 GLOBE GL (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 4 2.1 2.2 Confirm whether a sprinkler 2.3 2.4 2.6 A 2.8 2.9 1 SEE F P 1 F O R head is needed under bridge. FP1 Provide sprinkler head in closet. HANGER DETAILS Christina K,Otak "I;Inslna BUILDING SECTION HYDRAULIC 6'-6'� DESIGN CRITERIA t r NIT 1 BED I �' ' _UNIT 1 BED 'UNIT B - {INR 4-B (�1NIT 213ED \ / \ 2-203 2-205 207 I ! a / - 2-209 __-� N 2 BED' -. -\ Z-2D70 r _ SEE FP4 FOR - � / - / I q - - � RISER AND _ 5-0 Is 1 / \6-4 3-1t� 1 -5=P: o h1 \ 1-3': _ 12-1 ( \ sL--- `_-' _- 7_�/ ._�- 17- 1t / \ t _r 9-7. - - _ _ _ _ _ STAND PIPE DETAIL 1-0- 0-8 - - _ _ . r -- -- 0 0 <tie F: �;v - -- ----- - - --- .. . _ I _. . .. I--- tJ 3 HOSEVALVE� - 0-11 . �- N �- 0-11 -8, .--..__ �-- m \ I ....V. -� ' - / \ i __ © - 018 �A / - � rn - - sem- 0 _ -- s _ x \ - Revision clouds including the revision 111 I "T ' 4 ELEv / 1 ' �' 1 _ number must be shown for all items that s f 9 �: 9-1 f 3 0 \ .....-.....\. ------- RAG -._ - `o _ , have been revised. This applies to all RAG sheets. SEE 4TH FLOOR SEE 4TH FLOOR FOR SPRINKLERS 3-5 0 2a0 ,._ 0 13-9 0 3 19-0 - o-4 : 1B-� i : o 19-010 m ® FORSPRINKLERS I Update all building plan backgrounds. THIS AREA �a t oe ° CORRIDOR m oo t �d THIS AREA 2 C �„ - _ - -d -d _ Christina K Otak. �6 Il L 1 - / it..�: I 2-U2 I -U24 ! �l Q N '\ a' 'I ' I F12 ) i Ir 5 8-r: - : : ,6-11 5-9 I _ t-6 -- - - --- --- 9 O O 0 EJ \ O / d I O O ? \\ I ( 10-3 01nf o-3 2-z1� � Z7-7 I T T 1- q-� a- -'- - s o 3 1 1af / ,, 7_3\ / 3 2': '- \is -\ / 3 rf 1 3 \ 0 19 - o - UNIT 1 BED ' / - - - i -97 - O N \\ // N \\ / O ; 1 I O - T1NITl \ / - \ / \ UNIT 1 BED I 27 ( 0 8 UNIT 2 BELL / °O �' eo UNIT UNIT 1 BED D8 - - o 3-4 ,,, _ 1 M i IJ 2-206 I I L00 SYS EM ® I d I 2-212 _ Loop Offset Change of Direction IK STAND PIPE RISER , ). . . Long Run of Pipe 61-8. 2/5 L r-lk� IDS t/a L � 1�-61411'-8 10'- I 1/2 L Provide sprinkler head in closet. Rotate location of hose valve s^Min 6-Min Christina K.Otak. and controls away from the 1/5 L 1/4 L window. KEY: Christina K,Otak EXPANSION LOOP AND OFFSET CONFIGURATION ®Hanger or Guide 2.1 2.2 2.3 2.5 2.7 2.8 2.9 ,1 '°°"�"�•"��° °`° � Not to Scale IResiraint ertrnw ra eduim.,wc a.wnls aa,e�amcr u,erx IorearteosuuulaT,xinlo�aertxmneavxeau�. +Expansion ELEVATOR SPRINKLER 2ND 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 NOTE : GLOBE THE INN PLAN SYMBOL : � FIRE SPRINKLER PLAN with dosetsateach level. SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE SPRINKLERS CALCED FOR 10,058 SO. F r, 1/8• - 1' _ 0' Provide sprinkler head. WHEN COMBUSTIBLE ENCLOSURE IS PRESENT Christina K,Otak. PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. MAX SPACING 20' W/ 10' MAX OFF 055. MINIMUM SPACING: BETWEEN HEADS 15 9' 2.1 2.2 2.3 2.4 2.6 A .8 2.9 .1 FP, 7'-3' I / 4T 2 BED 1-� T 1 UNR-.. BED BES -. _ -UNIT 1 B.E� UNIT 2 BED `o^ - /' \ 2-1 \_ STAIR I I ----105 -107 / TYPE A .- / .- 2-111 -\ _ o 0 rO �- El - - - I \ io- I2_1IS I I O 'er O W 5-0 r5-3 / \6i 3-1+Q 1 1[: 11-1 1-J'f _ =� 12-1 1 0 1-0 - \ 'q It f t-- _ ( 1 - -_ I O � r f I' a» / \l --- - _ s r f ORAD . , - - - - 3 5 0 2�0 0 13 9 3 19 6 ° - " z 16 4 15aa: o t� o f FD�_ _ SEE 4TH FLOOR � SEE4THftOO FOR SPRINKLERS . R SPRINKLERS THIS AREA �a M b a / �a 3-8 -d 8 THIS AREA =," \ CORRIDOR ` - I - _ 2U - i -O �- r -t " J ia: 9 r: 6 11 4-2 J = - - �n 5-9 ® 6 - - \ o oto ^ I ® -�O, - -- - q 0 -L � .11 0 11-0 1 - ! O o-3 1V91:_1 rte \ jo �- ? / \ / - \ / J'11 R z UNIT 1 BED d /_ �1 5-0 3 t / 1a: / - f 7_a / r: 10- \ / 3-ri t a \ o-190Or - Pb Flo 0 ' 0 N '' \ TypPjAD - N \\ / UNR 1 QED .� N , \ /1 N N I 0 �U�2 BE6- O / o -�\ �- UNIT 2 6ED ( -m PE71-� -104 UNIT 1 BED 2-108 I R BE B - E VALVE I I n j IY 2 I _ I - I 2-los i I _ _ i � i _�_ I ;•, b I � �- 2•D 333- LLL_ STAND PIPE RISE II - - - - - - _ - AL '/7It'� IST-0 ' S'-5 • 5'-11 ' 6'-8"�{ 10'-q" I I 2-112'LU S ESE FPC l�► `ALARM BE HORNBTROBE Update building plan backgrounds.The hose valve does not work in the current location because the closet door is 2.1 2.2 2.3 2.5 2.7 2.8 Christina KeOtak. 1ST FLOOR FIRE SPRINKLER PLAN 10,048 SO. F r. 1/8' - 1' - 0' IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: BKNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,RIS THE OWNERS NO DATE DESCRIPTION O SPRINKLER SCHEDULE & LEGEND 1ST FLOOR & 2ND FLOOR M MORALES �\ CHECKED BY: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER 0 SYM CNT POSITION FlNISH TEMP K NPT SIN MFG. MODEL ESCUTCH. \1 FIRE SPRINKLER PLAN 71GARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 197 PEND WHITE 155 4.90 1/2• GL4910 GLOBE GL RECESSED ILJI APPROVAL TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 872018 FOR PERMIT / INSTALL �7' 11 PEND WHITE 175 4.90 1/2- GL4910 GLOBE GL 401 PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION 1 10/2019 ADD CLASS I STAND PIPE a 24 SIDE DRY WHITE 200 5.60 1' GL5641 GLOBE GL RECESSED ESTOP CO . THE FIELDS APARTMENTS PROJECT N0: 2o18-TF-ooz IN ENGINEERING TECHNOLOGIES s 0 1 2 3451� 8 16 23 PEND WHITE 155 5.60 1/2• GL5601 GLOBE GL RECESSED BUILDING 2 The recade d this"gmtratlm dm that SPKR ON SHEET: 260 Robert L. Knight Jr. 6z' D 1 SIDE BRASS zoo sso 1/z• cLsszs GLOBE GL N/A AUTOMATIC FIRE PROTECTION I.certified m the techniml areata) 4 SIDE WHITE 155 5.60 1/2• GL5626 GLOBE GL RECESSED PROJECTADDRESS: SPKR ON JOB: 520 .at r Bm ed SOe le,oat TerM1"i'i"n certtfimtiea No. Certifimtiw(a)Vadd'hr° HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 2 = 52O TOTAL COUNT FLOOR 1 & 2 - 2so 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7730 SW HUNZIKER RD 00301 / LEVEL nI 100164 04 / 01 / 2021 SCALE IN FEET (P)360-718$604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 4 2.1 2.2 2.3 2.4 2.6 A 2.8 2.9 .1 SEE FP1 FOR FPI Provide sprinkler head in closet. HANGER DETAILS Christina K,Otak. Given that this head is 40'plus RD(2)OS IF ALV 5/� BUILDING SECTION above grade,will it trigger in FOR STAND PIPE I HYDRAULIC time if a fire were to breakout at TESTING(SEE FP4 ; FOR SAND PIPE SECTION) h I ground level? Same question at 6'-8" T - h - T T - h other end of building where p - D CRITERIA TN 5-11 IT 6_8 -_� _ DESIGN RITA LR electrical gear is located? 2,/y - 1 Christina K,Otak. _ 1 I I UN 1 ED ; j I IONIT 11 BED Nt UNIT 1 B t jti E FDC DEI I I - -40 S AIR 1 i 2 5 j 2x409 4,5 , ' / \ I--.- SEE FP4 FOR USED ON THE 6TH FLOOR - ° ' Q I� ' I/ I \� I I I - \� I ) I " ' I Q ° I- RISER AND //I I \� I, r/ �, II I I \ \ \ I I/ I m I \��i,� /USED IV ALL APING 6WALL®NNFASAUNfNEDATORABlOW47F , � ' I STAND PIPE DETAILS rNxwNGAREAS PFA FER.YASUTED TOAUNTM47F °_ I I i 5 I( I I Vo-ls: O 1 10 I 7� 11116111 f tz 1 1 1 1 Q„ °� ° - NOTE MIATKIN NCW IS NOT N FIRE SPRINFl COIIIMCTCIRS SCOPE OF NgRK i - / = ° , �- �\ / 1-0� I ( I I \\ ^� / \� �/ �_ I O \i I / I / I ° '° /- Calculation results for Design Area 1 - 4TH FLOOR UNIT This s stem as shown on FRESTOP COMPANY com an _ 8-1 - + 5 � y 1 1 rr, � __ __ I_ -_ for THE FIELDS BUILDING 2 at 7730 SW HUNZIKER RD BLOWN IN INSULATION Br OTHERS) I I I t-0 r _ __ _ \ r-I1 _ contract no 2018-TF-002 is designed to discharge at a rate of 0.1 gpm/ft'(UmininI of floor area over In BATT INsuuTIDN ev DTHERs I ( b i ( I I 1( I I I III V 1 I I I a maximum area of 397 fP when supplied with water at a rate of 85.3 ppm at 76.4 psi at the base of the riser. io m I \ /\ J \ Hose stream allowance of is included in the above. UNHEATED AREA SPRINKLER BRANCH LNE w -I I L 1 W ( . Oaupancy Wassification: DWELLING Numher of heads flowing:4 d Commodi classfication: S s[emT e: Wet 1y Y YP_ h -- - II"-4-5 - Maximum s ora a hei hF. Maximum veloc 17.94 fUs 10c81 tI- o i i 9 ny:t-0 - Ae I'I �4 r1I iv Stora e m n/ anon e e ti r t /I II 9I 9i ' RN 1 I 'NIIELEVIFlow frm l -R rink) r : mU4o n adc s e s 0Pr re R uir d a o me: 76.4 i P P essu a e t S uI Ir \ 9q Ps r -r t s 101: _ I- FI fr nnkl ro ow oro Overheads e s 85.3 m 4 i ( Pressure Available at Source: 10 sIP P( I 9 I' � � ' I I I t 5 a D 1 1 P °•°•.•°1e°.1e e e•;°e• ..ae ,•°_••°• •._=a•'.°e: •.re.•.... i A Pressure 27. i Flow from Inside Hoses 0 m Surplus essu a at Source 6 I - �- .� i 9P 1P Ps I r is r.. , i � 1 AG 1 . i 2 .°°o:°°° a e°°°a.°•°°e••< ,°.e:•.°•.•°°e •e,_° I �'a � ! _ _- A .� Flow from Outside Hoses: 0 gpm _-_...._....__ � 0111er fixed flows: 0 qpm TENTING OVER SPRINKLER PIPE BY OTHERS 2'B - j 'eM� - -W I. -� ! I - - Total flow in system piping: 85.3 gpm i X I I ! j Additional flow aVbeyond source: 100 ppm 1 5 O O 13-9 O 3 ^ '---- _- -�-I Total of all flows: 185.3 gpm JOIST IX2 TRUSS PIPE FkNGER � -. 1¢0 t PENDANT SPRINKLER C FIR DOR I ( q I I �1b „� rob I i I r ( I. rdg 111,1 HEATED AREA" GYPSUM BOARD CEILING - I 2-U4 �� 2- L. I 1 2- 1 C' TET SU AT 0 DETA II I I III M - i � -1 I 7 I 717 I 9 9-71 2� 11 1- Calculation results for Design Area 2 - 4TH FLR CORRIDOR (� « I! t - 1 ,1 1lp 2 ,6-11 �9 1 1'-® I „ This system as shown on FIRESTOP COMPANY company pant no FP3 dated 10/2/19 t �I n for THE I 7 W H N IKER RD 1 I / j / o E F ELDS BUILDING 2 at 730 S U Z �IKN 1-A STALE M5 �� - 1 / 1 __ (,} Q _ _ _ _ t :_ j - contract no 2018-TF-002 is designed to discharge at a rate of 0.1 gpm/1t'(L/min of floor area over _ ____ r _ 1 � \ �- � �� � 1 8 8 .' ;I a maximum area of 511 fP when supplied with water at a rate of 80.7 awn at 59.4 Del at the base of the riser. - I ( 1 1-0 A I V I / Hose stream allowance of is included in the above. TEM MFEFIE ALL FFINO B NSfALLED NAR EAS ANFRAFEO AT CR ABOVE 4qF --.- t °P '� I II ( II I •II be Occupancyclassification LIGHT HAZARD Number of heads flowing:4 NtxwNGAREAS PROPERLY NSLUTEDTOAUNTAN4vF I I I � - I p I I I Q I I I OI ! O CQ 1 -- .. .- ..-- .-- _ __ _ _ _ _ _ _ _ Commodity classification. System Type: Wet NOTE AIS,LATRMI NIQAIC 113 NOT IV FfiE SP NO.ET CONTRACTORS SCOPE�NgPoC _.__ _ / 16-1 _7 1� 1-1p - I �'I \ 1 x _ «; - L N __ _ __ _ oxime arrangement: storage height: Maximum velocity: / I . / Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 59.4 psi ---.I © 11) Wet Ws COLD AREA L01 4 / O P r , Flow from Overhead sprinklers: 80.7 gpm Pressure Available at Source: 104 psi IILR.IATLIY- 'OVER FIRE NTlH 11a�TO I _ I 1/ I .I� \ �I • m' ! / T I 1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 44.6 psi 571II.CTIFE AVOID FILLAU N BE7M®V PFE AND CELNG ) / \ \ 2 \ / \ I / / 6 1 ! t I Flow from Outside Hoses: 0 gpm 17, L - I I 1 Qi ° II I \ \ '� .n Other fixed flows: Oppm / 1 : / : / r= 10- \ / 3-x11 1 3 \ r�tOL '3 / ° Total flow in system piping: 80.7 gpm \ I n _ Adtlitional flow aVbeyond source: 100 pom T � _ I S I I d j I , �\ O b N _ \ aFLv oNTRo• U IT 1 BE O /I N , - t I III O I I V ° ARPOCA'ET 11�1.®V -I - / �l R BE / 1 B D NIT B ` \ U�1Vf BE - 1 ��'BOTPIPING IICTOSr^ASPC+OSEroTi� IfATEDAREA � - \ / 2i � 2 04 UN 1 ED 2 OB o &RYT 2 AL I ( � � 2-4 Eli TENT NSU A T O N D E TA 2°D FLOOR SYSTEM RISER I -Ri Loop Offset L Ch-L3 Direction 6'-6" _ 1 �_ i _ _ A j \ HOSE VALVE I�7'-8 • 4'- _ _ _ _ _ _ S'-11 ' 6'-8"� Long Run of Pipe I�11'-8" 10'-64• - - ( l \ ROOFMANIfOLDW/ + «2ISL L t�l2 SCALEeA� �(2)HOSE VALVES - 1 1/2 L Rotate location of hose valve FOR STAND PIPE 6'Min 6"Min + Provide sprinkler head in closet. TESTING(SEE FP4 Christina K,Otak. and controls away from the FOR STAND PIPESEC11 ) 1/5 L 1/4 L window. The shaft has been replaced KEY: Christina K,Otak O with closets at each level. EXPANSION LOOP AND OFFSET CONFIGURATION 0 Hanger or Guide Provide 2.1 2.2 2.3 2.5 2.7 2.8 Christina K,Otakhead. 2.9 .1 ` "°°"�° ° �� °"°�°`� sprinklerNot to Scale I Restraint ELEVATOR SPRINKLER 4TH FLOOR unsertwpewuoranuoutoree�rmm�Eov"wwm +Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN FIRE OTECTION KEY ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE INCH PLAN SYMBOL SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE SPRINKLERS CALCED FOR 10,058 SO. FT. 1/8' - 1' - 0' STAND IPE (STEEL) ----------■ WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 20' x20'- 4006Q.FT. SPRINKL PIPE (CPVC) MAX SPACING 20' W/ 10' MAX OFF OB5. MINIMUM SPACING BETWEEN HEADS 15 V 2.1 2.2 2.3 2.4 2.6 A 8� 2.9 .1 FPI 11'-8" 7'-3" 3'-112^ _ Calculation results for Design Area 3 - 3RD FLOOR UNIT This system as shown on FIRESTOP COMPANY company I I 1 UNIT 1 BED ® I UNIT 1 BED 1 for THE FIELDS BUILDING 2 at 7730 SW HUNZIKER RD _ UNIT 2 BE IT 8 UNIT 1 BED _ UNIT 2 BED contract no 2018-TF-002 is designed to discharge at a rate of 01 gpm/f 2(Um n/m°)of _ - floor area over a maximum area of 387 ft' when supplied with water at a rate of 83.7 ppm at 80.3 psi tat the base of the riser. 10 • - i _ o Hose stream allowance of is included in the above. m I\ ° t ° / I I I ( _ / _ �� _ / m -_ _ M // ��- I\ ° r ° ' m Occupancy classification: DWELLING Number of heads flowing:4 / \ / _ ^' 4 F' ( / '�' - - - - I I / I / -I I q / A / m ,� \ / \ / __- Commodity classistorage height: tSystem Type: m Wet �- 5 Maximum Stora a hei M Maximum velocity: 28.2 Ws - \- \ - \- - L - Storage arrangement: 6-0 16-3 1 / \6i .3 11!a 1 _ -51-1,1 11-1 1-312 12-1 I ° 3§ #0 __ 7-01 O 11 11 / \ 1 1 9-7 Flow from Io-Rack sprinklers: 0 gPm Pressure Required at Spurce: 80.3 i Ps • - % 1 - 1-0 - . Flow from Overhead sarin ers. 3.7 gpm Pressure Available at Source: 104 psi « sprinklers: e /- \ ( O r \� Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 23.7 psi -I - _ / _ \ / \ ' " / --- -- / _\. \, I Flow from Outside Hoses: 0 gpm O I ° \ / I q - - .-.� I \ / i I ° ° Other fixed flows. 0 corn - _ « _ -- _.. - Total flown systemq 83.7 gpm S-P2 2- r - 1� - : � 1i \ i - _ 8-4 _ 3 _ \ Atldinonal flow a0beyond sour 100 pom • • vo � \- „ \�:. � - -_- - � Total of all flows: 183.7 gpm _ ../_. g: _ ce: - Q - 3 HOSE ALVE - --- 1 --- N _ on ---- n 1 ; Q / - ELEV Q } -� -\ - ( Gh .O , ?S I ) ! I / « I r I 7 i •4 I! ) - Calculation results for Design Area 4 NY - 3RD FLR CORRIDOR t t flir _ _ This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/2/19 ` 3 -1 I ^ p2 2-1_92 I � - 22/ -- 5 ! 2 9-1 ! Ell I' 3-0 \ eo for THE FIELDS BUILDING 2 at 7730SWHUNZIKER RD 1 5 � , 4Alto ' f _- - / - I 1 -\ � _ i contract no 2018-TF-002 is designed to discharge at a rate of 0.1 gpm/ftx(UmiNmx)of floor area over _ , , ( RAG •„ « a maximum area of 468 IF when supplied with water at a rate of 82.2 oom at 68.4 psi at the base of the riser. _ _ _ _ ' _ _ _ - Hose stream allowance of is included in Me above. so- - - - - - - - ( -&, I eo ao Occupancy classification: LIGHT HAZARD Number of heads flowing:4 SEE 4TH FLOOR SEE 4TH FLOOR Commodity classification: System Type: Wet FOR SPRINKLERS - ® Maximum storage height: Maximum velocity: 27.69 Ws 3-5 0 20-0 0 13-9 0 3 19-8 I� Oi : 16� 1 2 0 . 119-0 o FOR SPRINKLERS `v ° 3-8 Storage arrangement: THIS AREA m t �a CORRIDOR �d I �� THIS AREA �d M - - Flow from In-Rack sprinklers: 0 gPm Pressure Required at Spume: 68.4 psi � - -- - - - - _ Flow from Overhead sprinklers 2.2 gam Pressure Available at Source: 104 psi „ (- t , r1TOR i^ 2-1.13 ( n e �) I: • Flow from Inside Hoses. 8 0 gpm Surylus Pressure at Source: 35.5 psi v-' `T �l -U33 y --' Flow from Outside Hoses: 0 gpm \ \ p�, w Other fixed flows: 0 ppm �9- i -{ 2 -- - 3-91 : -� 9-717 18-11 6!N'• H I: / T - Total Clow in system piping: 82.2 gam --- - / - 5 6-712 - 2 2 16-11 5-9 ® 3-0 v Additional flow a eyond source: 100 pom • \ I -- _ _ '�' 0 _ - / Total of all flows: 182.2 gpm _ gs'-1 / - q 1-0 q --- e- II-O 1 8 11 0 ® g- �( O - O _ _-�-� __ ! -o-1- - tom _ j \ 4 - / - - - I - - J ° --10-3 g g,, _ ) - - - u 6 ^ UNITIBED J' / \ - /� \ 5-0 3 1 _ / 1101: - \: T_a\ . /_ 3-r: /- \ 10- -\ i- 3-r: 1 3 \ . o-19- O ~ t _ f- �o7- 0 N ����,F 1I- O - t ° \`mr-"J"_' ° 11 2 BCY O / - 1 IED P_30 i I UNIT 1 BED co UNIT 1 BED 1 - 312 \ / 2-302 2-306 STANDPIPE RISER �T- " 5'-5 ° 5'-11 • 6'-8°� Rotate location of hose valve and controls away from the window. Christina K. Otak 2.1 2.2 2.3 2.5 ;3RD FLOOR 2.7 2.81 2.9 .1 FIRE SPRINKLER PLAN 10,058 SO. F r. 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 3RD FLOOR & 4TH FLOOR MMORALES �\ CHECKED BY: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER Q SYM CNT197 POSITION FINISHWHITE TEMP K NPT SIN MFG. MODEL ESCUTCE \1 FIRE SPRINKLER PLAN TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 197 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED ILII APPROVAL TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL 11J 10 PEND WHITE 175 4.90 1/2- GL4910 GLOBE GL 401 PPROJECT NAME: SCALE: AS NOTED 10/2019 ADD CLASS I STAND PIPE eR 26 SIDE DRY WHITE 200 5.60 1' GL5641 GLOBE GL RECESSED RESTOP CO. THE FIELDS APARTMENTS NATIONAL INSTITU'T'E FOR CERTIFICATION PROJECT NO: 2018-TF-002 IN ENGINEERING TECHNOLOGIES _ 8 0123456-10 16 0 24 PEND WHITE 155 5.60 1/2- GL5601 GLOBE GL RECESSED BUILDING 2 The recads of this orgenimtion show that !!�� np p 0..(S SPKR ON SHEET: 260 Robert L. Knight Jr. i 1+ 5 �^^'9iw' D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION Is earthed m the techatcal areae) V 2 SIDE WHITE 155 5.60 1/2' GL5626 GLOBE GL RECESSED PROJECT ADDRESS: SPKR ON JOB: 520 Water-Based Sotemv layout Techafdan I:erBfimtiaa No. ectfiatiou(s)yam fire HEAD CABINET wRH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 2 = 52O TOTAL COUNT FLOOR 3 de 4 = 2BO 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7730 SW HUNZIKER RD 00301 LEVEL 111 100164 04 / 01 2021 SCALE IN FEET (P)360 7188604 LICENSE OREGON/ WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 4 Calculation results for Design Area 9 - BLD 2 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 10/2/19 for THE FIELDS BUILDING 2 at 7730 SW HUNZIKER RD __-FASTENER contract no 201 B-TF-002 is designed to discharge at a rate of 1 gpm/W(Ummmtm)of floor area over PLAN SYMBOL a se strew area of ce f when supplied with water ata rate of 761.8 porn at 152.7 oset the base of the riser. SWVEL FITTING r Hose stream allowance of is included in the above. \1 FASTEN_E_R �- W 1 FASTENER er I FASTENER SCH. 40 PE ° \ `�' Occupancy classification: STAND PIPE Number of heads flowing: 3 i �+ BRACE ` SEE CALC� FA51ENEft t z -SWAY BRACE PIPE FASTENER x S (SEE PLAN) PLAN SYMBOL 6 s Qy PIPEBEING BYE SNIVEL FITTING �pq Commodity classification: System Type: Wet ` ` yO - SWIVEL FlTTING J G� Maximum storage height Maximum velocity: 19.2 fUs 1�2'-1(( "� v Storage arrangement C' -SWAY BRACE ATTACHMENT SWAY BRACE PIPE Z�A, _ Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 152.7 psi I3 PUN Swao<0 F (SEE PLAN) ' ® Flow from Overhead sprinklers: 761.8 gpm Pressure Available at Source: 164.8 psi FIGURE A FIGURE B FIGURE C r PIPE BEING BRACED) Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12.1 psi LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR 1 LONGITUDINALLY \ SWAY BRACE ATTACHMENT FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE RHcnoN CLAMP Flow from Outside Hoses: 0gpm OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER L,41TRAL BWfQf LOACx9ZI0/N,4L BR4CE 4WAKBR4CE Other fixed flows: 0 qpm 0 Total flow in system piping: 761.8 gpm 0 SCALE: NTS SCALE: NTS SCALE: NTS L` Additional flow at/beyond source: 0 aom Total of all flows: 761.8 gpm MINIMUM 1/2 DEPTH . MINIMUM 1/2 DEPTH OF MINIMUM 1/2 DEPTH . FIGURES ARE GENERIC DEPICTIONS OF SWAY BRACE ASSEMBUES. ACTUAL FASTENER ORIENTATION WILL VARY BASED ON ANGLE A THRU I BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. FOR W000 BEAMS FOR WOOD BFA45� FOR WOOD BEMIS LEVEL 04 TO PLATE n LEVEL04TOPLATE }F(sr�iER f- }FUER (FASTENER �3�� SISTER 2 X WOOD BLOCK EQUAL TO WIDTH OF TRUSS CORD 355 p^ OBBC 2014,805A LOCATION OF CLAW 35 -10 V BRACE ONE STANPPIre 1108E CONNECTIOINS 1 ® �- �BACE TRUSS CORD MIN LENGTH OF 3'0" ATTACH W/ MIN 8 16d NAILS OR *p 6 0-10 2-5 /8 - #10 X 3 WOOD SCREWS V 0-6 I.A HOSE CONNECTION 84ALL SHE U (9 ' PROVIPED"EACH FLOOR LEVEL a F1 ABOVE OR19ELOW �� STAIR 2 C10 C8 0 1/2" ATR W/ NUT & WASHER BOTH SIDES F2 CC NECTIIEDIATE FLOOR LEVEL FIGURED FIGURE E FIGURE F C9 U LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR LANDIW3 061uEEN FLOORS,WLEW FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE OTWER ISE APPROVE DY THE FIRE / SWIVEL FITTING STAIR 1 CODE OFFICIAL. 11 OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER V�77 CODE WILL ALLOW THE INSTALLATION Or THE AT FLOOR LEVEL L'LAANTO 51E DWSS INSTEAD �1 ° SWAY BRACE PIPE I O OF AT THE RNTER-EDIATE LANDING-4 A6 m ALLOWED PER OFC 90«5.4.FOR THIS a PROJECT. JOHN wxFF - IAAI CFI a W 1 FASTENER W }FASTENER W I FASTENER /(SEE PLAN) DEPUTY FRE MARSHAL)- PIPE WERE THE ROOF HAS A SLOPE LEes ® 1�. x BRACE 1 PIPE BEING BRACED LEVEL 04 THAN 4 WRB VERTICAL M 12 WITS LEVEL 04 LATERALLY Q - zr HORIZONTAL,AHOSEOSERVTaN SAF Spy � SWAYBRACEATTACHMENT SHALL R LOCATED TO BERME THE ROCF CR AT THE HIGHEBt LANDANG OF ==4A STAIRLUAT WITH STAIR ACCESS TO -L _ FIGURE G FIGURE H FIGURE I C� n�ROOR ';-„ - 1 s LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL �< AO ALLOWABLE HORIZONTAL SEISMIC FORCES (Ibs) \, a FASTENER INTO FACE FASTENER IMO FACE FASTENER INTO FACE OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER EQ ATTACHMENT S ANGLE TO VERTICAL (0) O STANDPIPE ELEVATION DETAIL KEY 0 TO WOOD CORD QI 4"FROM 511EUNDERS�JNDSUPPLY ��' M 30' WEIGHT 45' WEIGHT 60' WEIGHT O THaJ5TBLOCK PER NFPA I3CHAPTER 0 pl SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: LAT OR LONG BRACE O RMIGED�TANNG FLANGE SCALE: NTS A 175 D G 200 p SLEEVE AT FLOOR SLAB U/2'CLEAR SPACE AROUND PIPE Flexible Cou IIn s Shall be Installed as Follows: B 250 E 350H330 0 4'GRV BUTTE�LT VALVE -ESV'NORMALLY OPErH P 9© 4"GRVD CNECC vALVE < Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping C 305 F ;; 600 00 I 485 O Tl 4"GRVDRISERMANIFOLDUh Va-VEeAM�re 2 1/2 in. or larger to move differentially with the individual sections of the building to which it is attached. uYBeeMaWNAROTATED' n Cou lin s shall be arranged to coincide with structural separations within a building. DRAM AND TEST PCGITlai ACTUAL ORIENTATION ® � I Couplings 9 P 9• L 3 FLOWSWnCH MAYYAW-WEFFRANS i I.E EL 03 � The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3.1 (1) thru (6). IRE -'.. t e•-s va• PRESSURE GAUGE FOR LOCATIONS mFrx) "i e -s va• ® PRE59URE RELIEF VALVE - j ® INSTALLATION NOTES: © 2'MAIN DRAM TO EXTERIOR LOCATION - 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWINGS. DEVIATION FROM PUN - ' HTDRAJLIC PLACARD W/5T5713M OFOFd1A710N LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. i v Lvfe A b eaN a ® 1BLE pl 1�, BOTTOM �e - - a 2) IT IS ACCEPTABLE TO USE BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE CALCULATED. I.E. BRACE ANGLE B (45'-59') rN ;,, MAT 13E ansa N A'ROTATED' - ® WAS CALCULATED. IT IS OK TO USE ANGLE C (60' - 90'), BUT ANGLE A (30' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. - _ FOetrkK AL'RIAL ORIENTATION II 4"TO FDIC- SEE PPI FOR DETAIL _ 1 MAY VARY-SEE FP PLANE © 4 UAT ECUAIKE BRACE j v 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. FOR LCCAT06.rtYPnnu © 2'GRvD BUrrEwLT vALvA -E5v'NORMALLY OPETI © 1'GRvD CHECK VALVE NOTE: PER NEPA 13 9.3.5.5.8 AND 9.3.5.6.2. © 2'GRvD CHRISECK VALVE LD UV. 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 j® LONGITUDINALLY BRACED. -x: -: DRAM AND LEST /LOW SUIITCN ® 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 < v LATERALLY BRACED. PRESSURE GAWE ® :n w PRESSURE RELIEF VALVE 121 ® 1-1/4"CPUC TO FIR SPRINKLER SYSTEM s LEVEL 02� 1-I-IFElL 02 9 3 1/4 0 2"CLEAR SPACE AROUND PIPE -NO FLEXIBLE COUPLNG REQJFRED a O 9'-3 1/a" V 0 4'FLOOR/RISER CLAMP ® N ® ® 2-ILETAUTOMATI S ANDPIPE FOR FIRE DEVALVE LU/CAP AND ci­1AIN ANDSIGN 1ARIMENT USE ONLY ® LATERAL 2 uiAY EaA<E BRACE ® O 2'EXPFE55 GANG DRAM ® 4'HIBCO GD-4165-4UIP ROOF POST NDICATOR VALVE 4 (14 a 2 WAY STANDPIPE ROOF CUTLET CONNECTIOt! ®® a RISER DETAIL ® 4 GRvD!BlTTEf�LT VALVE STAIR 2 ES VI E V NORMALLY OPEN � _ 1/4" 4'SCH 10 STAND PIPE TO/FROM STAIR 2 / ® (2)2-1/!'W06E VALVES FOR STANDPIPE TESTING 1 ALL ELECTRICAL UIRNC7 BY OTI-M � SM AS REQUITED e FIRESTOP START POINT *ESV-ELECTRICALLY SUPERVISED 3 BY OTHERS ROUND LEVEL GRQUND L0 O� 0'-0-0" E-0" NOTE: U.G. TO BE FLUSHED AND PROVISIONS FOR FORWARD HYDROSTATICALLY TESTED AS PER O FLOW OF I5FP THRID 2" MAIN DRAIN NFPA 13 AND LOCAL CODES PRIOR TO 0 CONNECTION CAPABLE OF FLOWING CONNECTION TO SPRINKLER SYSTEMI STAIR SECTION 1 85 GPM e PITOT OF I PSI STAIR SECTION 2 � lPa 1/4' -T - 0' lP4 1/4' -1' - 0' 2.3 2.4 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 Job#: 2019 Job Name: THE FIELDS Job#:2019 Job Name: THE FIELDS Job#: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 ROOF MANIFOLD W/ i-� TIGARD,OR 97233 Address: 3203 NE 65th Street,92 TIGARD,OR 97233 Address: 3203 NE 65th Street,#2 TIGARD,OR 97233 Address: 3203 NE 65th Street,#2 (2)HOSEVALVES1 YI FOR STAND PIPE 1 Vancouver,WA 98663 Vancouver,WA 98663 Vancouver,WA 98663 TESTING(SEE FP4 i j Phone: 360718.8604 Phone: 360.718.8604 Phone: 360.718.8604 FOR STAND PIPE SECTION) , I Per the available structural drawin information Sway Brace Structural Fitting Information: Sway Brace Structural Fitting Information: g from Sheet S0.01 for this project, the following data ❑ Brace Information Brace Information has been used to obtain the "Short Period Response Factor"for NFPA 13 Table 9.3.5.9.3: Make: Model: Allowable Hoa Load Make: Model: Allowable Hoa Load Occupancy Category = I I Maximum Spacing 40 feet Tolco, 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: Adj per 9.3.5.2.3 Based on Angle(d) Length of Brace 7-0 Rating: Adj per 9.3.5.2.3 Based on Angle(d) Site Class = D I SDS = 0.721 SDI = 0.444 Bracing Material 1" SCh 40 2015 NOS 1425 Divide Rated Load by Bracing Material 1"SCh 40 2015 Ibs 1425 Divide Rated Load by l ; I Design Category = D Angle from Verticle 45.59 SwayBrace Pi Fitting Information: 30-44 d/2.0 Angle from Verticle 45-59 Sway Brace Pi Fitting Information: 30-44 d 12.0Application*." � 8 g y )'c S The Following information has been obtained using the "U.S. Seismic Design Maps"Web Least Rad.of Gyr. .421 Make: Model: 45.59 d/1.414 Least Red.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 Tolco 4A 60-e9 d/1.155 2010 ASCE 7 Standard (w/March 2013 errata) Ss Cp Max Horizontal Load 1310 Rating: Adj per 9.3.5.2.3 90 d/1 Max Horizontal Load 1310 Rating: Adj per 9.3.5.2.3 90 d/1 Zip Code 97233 0.33 or less 0.35 Ct8 Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values 1 Force Factor(Fp) 0.505 2015 Ibs 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 0.42 Y CO-_c + Chigh -C low Period Centroid Sa 0.70 0.42 P' p (SS-Ss-low) _. NEPA 13 Figure 9.3.5.12.1 Details Provided on Plan NEPA l3 Figure 9.3.5.12.1 Details Provided on Plan P Row 5 5 - - (sec) (g) 0.75 o.a2 r-h,gh- ,-low ■ ___ Orientation Angle H Minimum four Orientation Angle E 0.2 0.975 (Ss) 0.80 0.44 The Cp value for this project is: Type Wood N/A Angle G,H.or I o o fastener diameters Type Wood NIA Minimum'A depth 1.0 0.423 (S1) 0.90 0.48 Cp = 0.5050 but not<h beam Fastener Period Maximum Sa 0,95 0.50 HT 1760 not Diameter 1/2 orientation <3 in. 76 front (sec) (g) 1.00 0.51 Cp-low= 0.5 cT ■� C16 C15 Diameter 112 of beam but not depth {76 mm)for for wood beams AA --' k,\1f..- Length(embedment) 31/2x1/2 TB wood beams Length(embedment) 31/2x1/2 TB 0.2 0.975 (SS) 1.10 0.54 Cp-high = 0.51 Angle G,H,or I Angle D, Max Load abs)Steel N/A Angle G.30'to 44= Max toad(lbs)Steel N/A E,or F Angle D E or F 1.0 0.423 (SI) 1.20 0.57 Ss = 0.975 � ■.r.� -��a•a•.MIWMMM���� =.�1...+ AngleH=45'to59 Period Minimum Sa 1.25 0.58 Ss-low= 0.95 5:l 21-Q l Angle 1 =60 to 90` MaxLoad(Ibs)Woad 350 Angie D.30°to 44" Max Load(lbs)Wood 330 Angle E=45°to 591 (sec) (g) 1.30 0.61 Ss-high = 1 N Load Parallel to Structural Member Angle F-60°to 90° I Max Load(lbs)TIT N/A Max t.oaa abs)TA NIA 0.2 0.975 (Ss) 1.40 0.65 0 SMT Load Perpendicular to structural sA+rrRber 1.0 0.423 (St) 1.50 0.70 Cp- Seismic coefficient Value Max Load abs)concrete N/A Max toad(lbs)Concrete N/A 1.60 0.75 Cp-low= next lower from table STAND PIPE FAB PLAN r Pipe Pipe Pipe wEIGin-fir n WP Net Brace Brace Identification on Plans Pipe Pipe Pipe weiGnatwr WP Net Brace Brace Identification on Plans Conterminous 48 States 1.70 0.79 Cp-high - next higher from table Size Type Lengtfi ...�.,�„u..,, Factor Tot.W L Tot.Wgt. A Size Type Length n.,��,.«.,�• Factor Tot.Wt Tot.Wgt, B 2005 ASCE 7 Standard 1.75 0.82 Ss= Spectral Response 4TH FLOOR 4 Sch 10 40 11.78 0.505 237.96 Orientation of Brace 4 Soh 1O 40 11.76 0.505 237.96 Orientation of Brace Zip Code 97233 1.80 0.84 Ss-low= next lower from table N/A N/A o 0 0505 0.0o LATERAL wa N/A o 0 0505 o.og LONGITUDINAL Spectral Response Accelerations SDs and SDI 1.90 0.89 Ss high = next higher from table 1/8' . 1' - 0' N/A NIA 0 0 0.505 0.00 LATERAL BRACE INFO NIA N/A 0 0 0.505 0.00 LATERAL BRACE INFO SDs= 2/3 x SMS and SDI = 2/3 x SM1 2.00 0.93 NIA N/A 0 0 0.505 0.00 Table 9.3.5.5.2(a a b) NIA N/A 0 0 0505 0.00 Table 9.35.5.2(a cr b) $Ile Class 0 2.10 0.9$ A4 k�,- -- N/A N/A 0 0 OS05 0.00 Size&Sch N/A N/A 0 0 0.505 0.00 Size&Sch Period Centroid Sa 2,20 1.03 Fl (sec) (g) 2.30 1.07 �p s N/A N/A 0 0 0505 0.00 of Pipe Braced N/A N/A 0 0 0505 0.00 of Pipe Braced 0 �� I 0.2 0.721 (SDs) 2.40 1.12 U 1N N/A N/A o 0 0505 0.00 4 SCh 10 N/A NIA 0 0 0505 0.00 4 SCh 10 1.0 0.444 (SDi) 2.50 1.17 RISER STUB- � 2" Cl l NIA 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 Brace Period Maximum Sa 2,60 1.21 tx OSE VALVE 6I N/A N/A 0 0 0.505 0.00 40 N/A NIA 0 0 0.505 0.00 40 (sec) (g) 2.70 1.26 AST,WPIPERISF N/A N/A 0 0 0505 0.00 Max Allowable Load(Ibs) NA NIA 0 0 0.505 0.00 Max Allowable Load abs) 0.2 0.721 (SDS} 2.80 1.31 - ` N/A N/A 0 0 0505 0.00 Table a NIA NIA 0 0 0.505 0.00 Table N/A 1.0 0.444 (SDI) 2.90 1.35 7' HO 1a UNF N/A N/A o 0 0505 0.00 Load 769 WA N/A 0 0 0.505 0.00 Load N/A Period Minimum Sa 3.00 1.40 2-1 SI ESE FPC 4_1 i' i 1^d,� ALARM BELL OR RN/ TROBE +rB"j &FLY CONTROF IL ` Max Load per Table 9.3.5.5.2 769 Total Weight 237.96 TOTAL Max Load per Table 9.3.5.52 N/A Total Weight 237.96 TOTAL (sec) (g) FOR STAIR 2 1 Max Fastener Load 330 Adjusted Wp x 1.15(Ibs) 273,65 HORIZONTAL Max Fastener Load 350 Adjusted WP x 1.15(lbs) 273,65 HORIZONTAL 0.2 0.721 (SDS) The hose valve does not work °I4LY c6NTR AL LOAD(FPw) Max Structural Fitting Load 1425 LOAD(FPw) 1.0 0.444 (SDI) in the current location because U +As Max Structural Fitting Load 1425 I : FOA R -F MAN( LI the closet door is there. Max Pipe Fitting Load 1425 Max Pipe Fitting Load 1132 FLOOR SYSTEM RISER Adj Weight does not exceed MAX Allowable Loads Adj Weight does not exceed MAX Allowable Loads p Christina K,Otak. � i � Max Horizntal Brace Load 1310 Max Horizntal Brace Load 1310 2.7 2.8 _ _ t HOSEVALVE 1 ROOF MANIFOLD WI (2)HOSE VALVES FOR STAND PIPE TESTING(SEE FP4 STANDPIPE FAB PLAN FOR STAND PIPE SECTIO ) 1ST FLOOR IMPORTANT NOTICE: ISSUES & REVISIONS 1�8� � �� - Q� 2.7 2.8 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 7-2016 FOR PERMIT / INSTALL ,T, TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. `V 1 I R E S TO P C O PROJECT NAME: SCALE: AS NOTED 10/2019 ADD CLASS I STAND PIPE THE FIELDS APARTMENTS NATIONAL INSTITUTE FOR CERTIFICATION PROJECT N0: 2018-TF-002 IN ENGINEERING TECHNOLOGIES BUILDING 2 The recmdA of this urgmimanoe a shthat Q p 8 m 1 2 34567 8 1(0 SPKR ON SHEET: Robert L. Knight Jr. O -,r AUTOMATIC FIRE PROTECTION is eeNaad in the technical area(s) PROJECT ADDRESS: SPKR ON JOB: 520 Tater-limed B,rt�a vyud Techumm outineation No. Caftation(s)Teed Tara 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7670 SW HUNZIKER RD 00301 / LEVEL 111 100164: 04 / 01 / 2021 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