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Plans (57) FPS2018 -00150 ( 2/2 ) / UNDERGROUND PIPING NOTE' / @t FIRE ENER IO LYNOTSTEM TOE DESIGNED AND INSTALLED IN / ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE ALL UNDERGROUND IS BY OTHERS / AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 @ FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION a l'-ON± INSIDE OF BUILDING / / / BY THE BUILDINGS FIRE ALARM SYSTEM. BY OTHERS THE FIELDS APARTMENTS RT M E NTS ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY / / / / / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / _ RECEIVED 0 ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 5 COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. / / / DEC 17 2019 (D ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. TO BE FULLY SPRINKLED \ CITY OF TIGARD 6 D W SPRINKLER PIPING TO HUNG AS PER NFPA / � � BUILDING DIVISION ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A / / / _ _ FABRICATION SHOP PER NFPA STANDARDS. AS PER NFPA 13 , 20135 AND ALL / � � / @7 SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per NFPA 13 STANDARDS AND LOCAL / / / / (J)UNDERGROUND AND ABOVEGROUNDQPIPING TO BE HYDRO— STATE AND LOCAL CODES AND ORDINANCES / STATICALLY TESTED AT 200 PSI FOR 2 HOURS. / / / / / ® / / "� @REQUIREMENTS OF FN PNGS TABLE EE 10ALL SPRINKLER SHALL OR EXCEED THE o _ / / — Q ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 / / / ®� STANDARDS AND LOCAL REQUIREMENTS. SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. / — ® 12 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME DOMESTIC MATERIAL NOT REQUIRED. 10-0 SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY + VARY DUE TO CONSTRUCTION CONDITIONS. 1 i 1s ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR b �j I FLOOR AND ELEVATIONS SHOWN AS [*0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. @PIPING: STEEL AND / OR ASTM PIPING CONFORMING TO NFPA 13, ASTM A135 A79BLDG 3 / / / Ok R►1 / / A V� II ALL LINE PIPING ARMOVERS DROPS AND SPRIGS: S BLDG 1 C \ / " V l�f� CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS. / __ 0 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED I BLDG B H O l�S E / / / o or)LIJ ® � i/ �/ CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 47 838 S F L gj I I / ® � _ � m ® •a e e �� ��� // I � NOT MORE THAN 9' FROM ANY SINGLE WALL. IN LIGHT HAZARD ONLY. 3, 342 _ // AS PER NFPA 13 8.6.3.2.4. I � 40 � `'I— -__ I u�� _ _ II V 16 SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR 222 SF I ` — 11 LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR I F 2 I I I hx: I I II @STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. I e o p is SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. _ _ 8 I I I S II +� I p ACES ENCLOSED WHOLLY ORNFPA 13 iPARTLY BY EXPOSED COMBUSTIBNCEALED LE CONSTRUCTION ® I BLDG 4 0 SHALL BE PROTECTED BY SPRINKLERS. 4 _ — _ _ — — ---- - o e o 0 o e ®® 3 I I 48 99 8 = II 1 0 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS _ 0) 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT 0 F B L p G 6 I� POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER _ II � V THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE =: —= — 1— o ® 6 56, 608 S F , 0 UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN KEYNOTES : II 12° NFPA 13 9.2.3.4.4.1 & 9.2.CEILI 1, AND BRANCH LINES SUPPORTING PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED m m _ 92-0+ ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. �./ 4" C900 28-0± o 1 - 276-p+ --- == ° _ � � mmeoo 1 _ 1 m12311, 8 ,1 4" C900 44-0± ® ®®mm �m� oe � _2o= 4" C900 43-0± 0-0± A. SCALE IN FEET 4 4" C900 46-0± W N FLOW TEST INFORMATION VICINITY MAP 5 4" C900 106-0± SITE PLAN STATIC: 104 PSI W 1i RESIDUAL 100 PSI PROJECT 4" C900 46-0± FLOW: 2500 GPM s LOCATION O NTS - - _.- SCALE - 1" = 50'-0" CITY WATER 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 ALARM BELL OR HORN/STROBE WYATTFlRFTON , . : . 8.15.1.2.5 Concealed spaces formed by ceilings attached directly to or within 6 in.of wood joist 50 0 25 5D 1 OD DATE TESTESTTAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. FIRE DEPARTMENT CONNECTION ORIIFCE:ROUND: 8" CIRCULATING TYPICAL FLOORS 1 THRU 3 o 4• v 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood joist construction either directly or onto metal channels not exceeding 1 in.in depth,provided the g 6" FIRE HYDRANT ASSEMBLY PER TIGARD STD DWG 542 foist channels are eb copped into volumes each not in.of ad ins N3 using materials equivalent to the web construction and at least 3 1/2 in.of batt insulation is installed at the CORRIDOR a 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. UNIT I 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 c construction having noncombustible insulation filling the space from the ceiling up to the O SW/.fU bottom edge of the joist of the roof or floor deck,provided that in composite wood joist 42jkPr construction the joist channels are firestopped into volumes each not exceeding 160 tt3 to the full depth of the joist with material equivalent to the web construction,shall not require sprinkler protection. 7 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 tt2 in area shall not require sprinkler protection. n 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 RFs 7W TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. SO FT OF SPRINKLER LISTING REQU RE SO TSFT PER SPRINKLER r N=Ik 01H PSI H 1 ST-4TH FLOOR 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for 16.7 @ 20 GPM CORRIDORS buildings having unsprinklered combustible concealed spaces, USE THE FOLLOWING FOR CALCULATION: I/ as described in 8.15.1.2 and 8.15.6,the minimum design area of 200 SQ FT PER SPRINKLER i 21/P•FM THE IDIER DES sprinkler operation for that portion of the building shall be eight srPORMEIRM1cM sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP 5°'"90111AM TLESSSUPPMTNG MArl>UY WERE .. t�\ SIZE OF DESIGN AREA DIVIDED BY THE NUMBER sWr1.sxv_/ 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: AT,ROD SAMMY Saar AS PER USRIG room design method is used,the following shall apply: SQ FT OF AREA: 410 / 4 = 102.5 SQ FT PER SPRINKLER AT.11011 UP TO AIA NGIAING 4 owo.RAorr — — — — — — q> O3 RISER KEYED NOTES (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: :<•:_:•:::<::::: ;_; •` . a minimum area of sprinkler operation of 3000 1t2: 16.7 PSI @ 20 GPM 4 4 IWIaR IMC xNa�A IaG 1 - o,a ..,,..•,.. ,....... ::. •:;:;: USE THE FOLLOWING FOR CALCULATION:HU) Light or r lnary hazard occupancies where 4 SCH 10F�M SYSTEM RISER • �wrovure • w w noncombustible or limited-combustible ceilings are attached 200 SQ FT PER SPRINKLER 3-614 1-3 2 4'(%RVI)FDC CHECK VALVE TENT INSULATE PIPING ON 4TH FLOOR / to the bottom of composite wood joists either directly or on to 0:101)ANTICAL raw W Roo Coop I4PRU CWAL MOM Aa'IBM 3 4-WAY SWAT BRACE a TOP OF RISER RESIDENTIAL SPRINKLER ON CPVC PIPING RESIDENTIAL SPRINKLER ON CPVC PIPING Z metal channels not exceeding 1 in. in depth, provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR ftAF1 NactG1N81KINA PrEaM 17nG8 elaclGiNelaclNA Pr-r 4 ELECTRIC ALARM BELL OR 1.10"TROBE O adjacent joist channels are firesto ed into volumes not teroe a w• �-:m• au;m r w• rs � uxrt,ess coasisos "rarseea I 1 PP SIZE OF DESIGN AREA DIVIDED BY THE NUMBER reTa-taN =w' sw 4- m-� 214' W 4' v 1 5 V2" BALL DRIP ASSEMBLY � exceeding 160 ft3 using materials equivalent to 1/2 in. OF SPRINKLERS IN THAT AREA: WT30 ' w• "4• --� v M gypsum board and at least 3 1/2 in. of batt insulation is 6 2-1R X 2-1R X 4"SIAMESE FDC CONNECTION SQ FT OF AREA: 462 / 4 = 115.5 SQ FT PER SPRINKLER SAMMY SCREW WOOD HANGER ASSEMBLY ® a,E p a. — Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: • ALL ELECTRICAL WIRING:BY OTHERS O is attached utilizing metal channels. R T s _ °"" — - U 9 16.7 PSI @ 20 GPM + SIGNS AS REQUIRED / USE THE FOLLOWING FOR CALCULATION: \ / I /� }� I r RESIDENTIAL SPRINKLER ON CPVC PIPING L 11.3.1.3 the minimum required discharge from each of the four 200 SQ FT PER SPRINKLER C Y 1-4 4 I � E � D E= T 74 f L S © AESIDENTIALSPRINKLERON CPVC PIPING hydraulically most demanding sprinklers shall be the greater of the urar,eeo caxwoos uarz ass following: (1) In accordance with minimum flow rates indicated in DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 &2 TY PARALLEL TO JOIST SOv _ individual listings APPLICABLE SIZE R DESIGN AREA DIVIDED BY THE NUMBER PIPE (PERPENDICULAR SIMILAR To °j- - OF SPRINKLERS IN THAT AREA: wooD OEM �p ,��r�roourE _ (2) Calculated based on delivering a minimum of 0.1 gpm/ft2 SQ FT OF AREA: 462 1 4 = 115.5 SQ FT PER SPRINKLER DOUBLE FASIEHER STRAP SDE MCNT WOOD TA 0,.-r HEX HEAD FAsiENE over the design area in accordance with the provisions of WOOD TRUSS r4 / PENDENT SPRINKLER LISTING REQUIREMENTS: BOX� � L 8.5.2.1 or 8.6.2.1.2 APPLICABLE USE THE FOLLOWING FOR CALCULATION: rolA TRuss, 0 0 2'x_BLOaG16 \ RESIDENTIAL SPRINKLER ONN CPVC PIPING tate"� RESIDENTIAL SPRINKLER ON CPVC PIPING BETTED! QTS /10 HEX HEAD SCREW `mORIi*ND a"WMIER �anaaa aa�n1 200 SQ FT PER SPRINKLER P� PARALLEL TO JOIST sor aA FDC DETAIL Og1aE FASTENER STRAP rax IEAo FASTENER 3/8" = 1' - 0" ar"-N"�""" - \ WOOD TRUSS, rood 7RusS `RESIDENTIAL SPRINKLER ON CPVC PIPING eEAAA EfC BEAN,ETG CPVC NO BLOCK HANGER DETAIL manses tae-DOR uarzeen RESIDENTIAL SPRINKLER ON CPVC PIPING �� � �© 1 � O O �d 2 x_INDG sn N T S IEtrED1 UGSTS 1L arxo sea WAK nc P PERPENDICULAR TO JOISTF Ig` � u '�� DOUBLE FASTENER STRAP Ho HEA FASTENER Fall VE A BUILDING SECTION seas FASIaG slrw "' 1/B' -T -0' naiac IF SW s xumTRIM 'ETC. DRIES STRAP DETAIL THE ISSUANCE OF A PERMIT OFFICE COPY DOUBLE STRAP PIPE HANGER VALIDITY OPERM BASED ON N T S DOCUMENTS AND OTHER TABLE M TABLE N DATA NO UFUJARD RESTRAINT OR HANGER THE CODE OFFICIAL PREVENT CIIY Of Tigard IC AFROM IaANCsER S REGxIIRED BETUEEN SPRINGLERS HANGER WbOD REOUIRING THE CORRECTION Appr Ved Plans OF ERRORS. @SSC 1 r° 4 BY _Date � �20 JOISTS N N-5- FINISHED OEILING3 LINE 2-a IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: 8 KNIGHT D•o WOOD FRAME CONSTRUCTION SITE PLAN, SECTIONS, RISER & MISC. DETAILS IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND /\�l CHECKED BY: M MORALES CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEIL# ESCUTCH. I APPROVAL TIGARD FIRE MARSHAL AS PER BLAZEMASTER PIPING SPECIFICATIONS, LI FROM TEF. HEA DROP SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 435 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED I R E S TO P C O HANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 9-2018 FOR PERMIT / INSTALL .(1T PROJECT NAME: SCALE: AS NOTED <uo Pe >m� Tuo� >m� OR TRUSSES, THE STRUCTURE PROVIDES THE SUPPORT, _10/201 � 66 PEND WHITE 175 4.90 1/2" GL4970 GLOBE GL 401 �* "T 47 ea ESPECIALLY WHEN THE JOIST ARE CLOSE TOGETHER 1 9 ADD FLOOR CONTROL VALVES THE FIELDS APARTMENTS T QO BO iE7 ITT Ela' NATIONAL INSTITUTE FOR CERTIFICATION f� 66 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED PROJECT N0: 2018—TF-005 194' aa• ao• 5V is m THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES2345615 -- BUILDING 5 1Vr 7V 7V 7V ZIT TIT CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT The raanda of this a[a��shoe the (� _��.p 8 m 1 16 49 PEND WHITE 155 5.60 GL5607 GLOBE GL RECESSED SPKR ON SHEET: s W m m ra OF THE SPRINIdER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. LJ D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUl-OMATIC FIRE PROTECTION THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR Is certified to the ferL I area(s) PROJECT ADDRESS: SPKR ON JOB: 624 SUPPaHT Dt6TANCE eETw®a IHM106i8 JOIST ARE SPACED 2'-0" O.C. OR LESS. rater-Based t1dians 1e3ud Teehata.n Da6acatE®NO. cat&&Uea(t)Tam hra ► 6 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7840 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 5 = 624 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 3 5.1 5.2 5.3 5.4 5.6 5.8 .1 5.11 .1 SEE FP1 FOR HANGER DETAILS i BUILDING SECTION I I HYDRAULIC 5'-11 " 5'- T- �° i ! 6,-8" I 5.A FLOOR CONTROL RISE I _ _ DESIGN CRITERIA - - UNIT 2 BEI �LOOR!SYSTM RISERS I MITI BED t _ _ - - -_ - ! I I 1 - �L BED- ( ! : 1 ' 5 2D 1 III I III i \5205_ -2Dy \. ( rr 243ED \\ i UNIS 216ED I N5-2T x eE o SEE F P 4 FOR 1 .- 7-3 , 1-1 'fly - -- - 'v-- -- -5- 09 --- ----- - I �N - ° �- -' ° TA m ° ' ° RISER AND 3-22 6j3 ° 1 1 .UNRIBED , , \ - - - -�- -- FLOOR CONTROL DETAILS -fit n 10-r -\ -- /- o�. 11 .--1 O- 1 \ - 4/- eia, n -\ r2 -( - -5-31- ----- -y a C O \ J q r o-1q0 O / ^ - - - _ - - Ljc _ . _ - - « I FI « ....i ...... :.: --- -- - 1-t 1 _ -_ -- 661: M: a 2-1+, 10 s. 452 10-1 10-3 1 0-" �� 1 }- O�; -e o-9+: ° - - - -- 1-0^ --- _-- O�\ -e _1 - 6 t - -- ! -- - - - - _ ^q -- -- Revision clouds including the revision - I -� -- I ~I,. _ 1�,, a _ �_ _ number must be shown for all items that 3-0 - .... it 544 s , -0!! = EV ___ i \ = STORAGE ti ,c`- a �-�-� i�, - i' r t. \. /. 9' ^� a-'-1 - - ^ - i' OR - - o-6 %'�, ORAOE - - - � - - t STORAGE o -- -- ( - have been revised. This applies to all I' ��'"'." �.� � � ;- •-^_ --. sheets. _ THIS AREA a a ^a ^ ^d ^� ^b ^� ® + ^a b ^� THIS AREA '� FOTHISA EA o 0 0 - 5-215 0 0 o FOR SPRINKLERS Update all building plan backgrounds. SEE 4TH FLOOR 4-r: 14-02 5-112 14-0: 5-11+3 ® " 1 2 00-51+3-5,2 0 1 5-102 < m 13-1: -� 18-2 2-10 14-42 4- : 2-82 1 13-0 1� SEE 4TH FLOOR _ -- _ W - - - - - - - - - - 5- 21 \ :! / - ---- 11A I STORAGE 3-0 7 :o 11 2 to 9a0: x 4- , 2 \ 13-112 I/ 2-1 4-6 I I _ o- e r 2 ! 2 _ �.��tfl _'_ _ I` © /^n G- 1(-O ^ G- 11 ° e-- 11-0 -1 O O' 3- 7-' / t$\ I 50 - -. .0-s 2 _. 15 s t-1 ..2 64 \\- .. -. J:__ .. - 104;- 0 0 0 1 d m 0 1 �d / ^q_ \ - -b �- / ^q b - - - / . p \ I ° - 9-7- o-8 - g - / i� - \ -2�2/ - d rf- -4 - j - 13 2-/ - a 2 - - - �-t1r0 g 3 2- �4 Q I ° ( ; ° 1 N \ / _ • 1 N N I \ / _ \ / N ( \ F N N O \ uNlr z B I I III uNIT I BED �, �- ! I l l i \ rt ONIT2/BE1r Q / 204 \ U 2 B UN 1 BED_ NR 1 BED I I I I o .9-0 SNR I-DEQ _ I I I I \ / 14 5-202 - I 5-2 1 5-208 5-210 �. 2 - ,-." - a ( i i 5-212 1 - - 5.D - - -- - - - - - - - - - - - - - Loop Offset Change of Direction 1/4 L � ip I�6'-8" S'-11 • ( 62_8• Long Run of Pipe i I �I «2 5M­1n L - 1/2 L6"Min 6" 1/5 L 1/4 L KEY: FP10 Hanger 5.1 Ev 5.2 5.3 5.5 5.7 5.9 . 1 5.11 1 EXPANSION LOOP AND OFFSET CONFIGURATION cI Restraint Guide A DIRE 5HWl➢WIYBEP1%WP NE U RF6n CPTUVEWF ELEVATOR SPRINKLER 2ND FLOOR "n µo°moo Ea ,� �"Em' Fav «Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE INCH PLAN SYMBOL = � SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE IS PRESENT EXTENDED COVERAGE SPRINKLERS CALCED FOR 11,962 SO. Fr. 1/8' a 1' - 0' PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ.FT. The shaft has been replaced MAX SPACING 20' W/ 10' MAX OFF OBS. with closets at each level. Provide sprinkler head. MINIMUM SPACING BETWEEN HEADS IS V Update building plan Christina K,Otak. backgrounds.There is a fire �� riser closet at this location. 5.1 5.2 5.3 5.4 Christina K,Otak. 5.6 5.8 ALARM ELL OR HORNISTROBE 2-112"SIAME I�-6'-8" 5'-112" 5'-51" T-D •-+{ `�\li�� DC CK VE F CONTROL RISER I - - - F 1 1 m . III 2 UNITIBED UNl7 2 BED- - - - +� ' {- ,4.-3'2 Ty� UNR I BED- ! ( ! UNIT BED - UNIT 1 BED ® s R RS B4N ! • 2 .. EA ! ! I -109 \ a`. - 5-111 NIT - c ! 5-101 \ I N 5 105 _ - , ! I O ° 1 ( I I � « \ + I o 7_31 1 I \ \-, ,- --- I - \� ;iy-/ \ i I ° I O 1 - - - - - -/ \- - - \ - - 9-7 1 1 - - 6-0 ° 1 1 EDIT 1 BED I - -- 411 -\ ^ /- ^ 5-103 - - -.�1 s 1 / i3 r -. \ / - n --I / 1 2- ,o /- 6-101: _-\ n -\ - 3 2 -I - 1-� _5-231 - ^ q _ - _11F_ \ ~ - --. ^� -- r 5 3 - - - - // -- - - F -- o __ - - C; - --; - - - - ^ u 10 912 2 1-0 Il 10-1 --- 2 - o-3 o- -e 1 4 1 8-1 - \\ - - --- 0 11 -e 1 , 6-112 1- \__j' -- s: 6�+: 2 �� � � - �- - I / -- i _ , 152 - i - _ - - E - I -- - - - ' ; i E_u ! 15-0: 2it -- - - `�' _ '-- --"' - - TOUA�E - 5 i- - - - - - o • o m CORRIDOR w m Pd en THIS AREA C+8' ^d v '� ^b ^a ^a 5-115 ^a ® Y ^a d ^d THIS AREA I � FOR SPRINKLERS o o - 0 0 0 FOR SPRINKLERS �+ --- IF SEE4THFLOOR ------_.. 4-r: 14-02 5-11h 14-42 S-11h ® 0 14-01 12 3-9: 14-01 5-1012 •� .� 13-12 14-0: 2-1 2-10 14-x2 4- 2 2-32 1 2 13-0 7-6 SEE 4TH FLOOR 5.0 - - - - JC -- -- - 05 - • ^ TOR - - - - - - - - - - \'� -U11 - h J 1L.., 14 ��_/ W o - - - / ✓ I li - JuJ STORAG 2I I �-� A1 ' 2 11h : a /Bi 'Ti \ 13-1h / 2- �, 4-6 1 I - 8-r 121,; r: s 6-5 2 _ 5 8+4 : -f0 n S-2 « « - ^ i3-0 - -I� J _ _ O J --- ;o 4 i I � � 11 0 1 ----_- G_ 11-0 1 � GI 11-0 - ® O - 0 I- O o « - T 7-7 _ %2 15 s,-n 2-01 6-4 - �o-s- 2 0-s - - - ^`�0 3 2 O O ^ \ I i \ - I /^ �- 1 2 ^b 2-Y: , I -\ - / -I �q t _ -\ r -I p - -I - - _ -I O q -I ��.. Pill r� \I N \ Q / _ -_ 'T' G \I N I \ / - (\ _- / N - - - \ §� N N / 1 ° NIT 2 ED1 ° -4JNIT_1$ / \ UNIT/2 BED « \ \ J2 I ° 1 NR ED ° _ o _ i \ 5-106 NIT I BED / - • UNIT 1 BED 9-0 I \\ J T5 A / --- \ ! AIR 2 0 �NR.1 BEQ e I Lee" - - I - - - _ _ - _ - 5-108 - - �6'+ 1 �'_2• - 1 - 5-112 I I I I I 11 -6• I FPt 5. 1 5.2 5.3 A 5.5 5.7 5.9 .1 5.1 . 1 1ST FLOOR FIRE SPRINKLER PLAN 11,952 SO. Fr. 1/8' - 1' - o' 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 TEMP K NPT SIN MFG. M L CH. \ILIJI FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER APPROVAL TGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 217 PEND WHITE 155 4.90 1/2- GL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 9-2018 FOR PERMIT / INSTALL Al PROJECT NAME: SCALE: AS NOTED X 33 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401 1 NATIONAL INSTITUTE FOR CERTIFICATION 10/2019 ADD FLOOR CONTROL VALVES DI 32 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED ESTOP CO • THE FIELDS APARTMENTS PROJECT NO: 2018-TF-005 - IN ENGINEERING TECHNOLOGIES 8 m 1 23456-1 8 16 24 PEND WHITE 155 5.60 1/2' GL5601 GLOBE GL RECESSED BUILDING 5 The reeade d little orgamation show tW SPKR ON SHEET: 311 Robert L. Knight Jr. &Qs 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION to certlaee in the teebniw elea(e) PROJECT ADDRESS: SPKR ON JOB: 624 later-9esed Systema layout Technician rertihmtim No. CaWWd *)used ti>w ► 4 SIDE WHITE 15s s.so 1/z• Glsszs GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7840 SW HUNZIKER RD 00301 / LEVEL III 100164 G4 / 01 / 2021 SCALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 5 = 624 TOTAL COUNT FLOOR 1 k 2 = 311 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 3 Given that this head is 40'plus 5.1 5.2 5.3 5.4 5.6 5.8 .1 5.1 .1 SEE FP1 FOR above grade,will it trigger in time if a fire were to breakout at HANGER DETAILS ground level? Same question at other end of building where BUILDING SECTION electrical gear is located? • Christine K,Otak. HYDRAULICt'-8" - 1-? - 7 ? - fir - � 7'_ k 7 -T1 - - - `C - ? T1 - art - t `A DESIGN CRITERIA 5.A FLOOR CONTROL RISE - LL UNIT BE[) ! FIOOR$YS RISSR � +14 _ - \UI�R,QEDED UMR21BED4UN 1 �ED1 5.403 + 5-411, TAI 1 s , 405 _ � \� I I y 4,3 ,/ SEE FP4 FOR 'oro - I / 1° i 1 I " \ I / « ' I/ � I eo ( 101 ' I \ ( m ° I 1 -alioUSED ON THE 6TH FLOOR 1 1I, _ 4 1 I� i m l/ 1 ! , I II (�O1 p l (`\ I //i 1 1 I / ;, 1 1 1 1 / \� RISER AND LISEDW6E ALL FFMlSi SFALL®NNEASWWfNe)ATORAWW4QF _ � l I \ I I ( I I� 1........ AREAS ��'t I�' o I' �' �' FLOOR CONTROL DETAILS O 1 '�� / ! \ �� / \ I ,-0 I 10 1 MOTH 1NSLLATM WOW 13 NOT IV F�SIOMa 91 CONiTfACTORS SLOPE OF WOW � � - / _� 1 j I \ I I I/ III I\ � _ I I I � �\ I \ Calculation results for Design Area 1 - 4TH FLOOR UNIT 3 0 - 12 -o I ° it - I II q®r� ! I I This system as shown on FIRESTOP COMPANY company print no FP3 dated 10'3'19 BLOWN IN INSUUTDN BY OTHERS N'� ! _ _ 1-0 Q \ r' for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD / « _ .... 1_..-._ .. ,.... moi I I I I 0-61 1 2 10- 11 _ _ -- - i contrail no 2018-TF-005 is tlesigned to discharge at a rate of 0.1 gpm/ftz(Umin/mz)of floor area over N i ° I11 d 11 I P ° I( ° I' ° 111 i0 t !: 1 9 s: I , t =--- 11. 3 1 11 b !12}01 1 84Tf INSULATION BY OTHERS n � i � a maximum area of 410 fP when supplied With weer at a rale of 81.9 aom at 87.2 psi at the base of the riser. I yO-'� r=k , Hose stream allowance of is included in the above. UNHEATED AREA SPRINKLER BRANCH UNE o - _ _AI OI - ® -_ I ( / _ I lJ L I Occupancy classification: DWELLING Number of heads flowing:4 °,;;•. ,ee:e, ,•e„• ,,,e a„°•„•°e„•ea•a°ere,t7>• � -.-� r ;. :- ° ::, I ! r i ! t. - _ _ �_ F,. � /. i Commodity classification: System Type: Wet ,e.alae aaaaeaaaa• °e,.e..e,:e°°a°° a ;...:•e,.,°•e,•°...,,°•..: - .,,.,°.. •,,,e,e, eaa•,.aae.,ar •e•. ,•}a: ... . ........ ....°.., °° / � , --� - : r3 f:l i I / « : rr. ., / � rata•eaf„ae°e,ae,•ep epvae,•vo,e.,e;;;•.°,S.y •a...q ° i Maximum storage height Maximum velocity:.y.,•;.•.,•...,..,••a°ee°e.aa• I ! ;I AI -A N i ° 17.21 Po5 .,..,.eeea..eaae,alae^•.aaa•eaa°e•,aa°';a.a4•" .,..•ale - .eaae•....,,.,.•,.•,°„e,,,..., '....a� .°e°.ae;•°°a°<a3.,aaa°°e:'.:ae vale: .,..s e,e ep•ale• ... .;.. :•..>,•ee•, :° .i Storage arrangement eaaaa•=aaea,...e.,.:. ,.:..•.aa•,aaaaa°<°>°38°°;8e::e°98e:t°,e8a y li ! I'!' , ® i ° 1 I / ! ' fi b / 1 ' 3b 1 e g gym. -- l 1 - Flowfrom In-Rack sprinklers: 0 m i Pressure Re aired at Soume: 7. i I I I P 9P 8 2 n r: o E q pe 1, I 2 / 1 it I : I �s-n : s s I Sid= _ _' tD-o i I / Flowfr mOverhead rinklers: 1. m I I :" / I �� 0 s e 9 r « Pressure Available at Source: 104 psi m 1 / P P 1 ` i r I i 1 / 9 I �. i F3- i 1-0: Flowfrom in i H m I Pressure r I R�1G 1: oInside Hoses: 0 Surplus essu a at Source: 16.6 i TORAp m e � ,.....•...e...,,.,•Jae .. .....,a•..°a{see;<:�e=oep oe evi{ee• ,•e„alas ;alae°see;ee}s°ve°a°e've's}; ; as saee;epa°v aaao,.., ;aaaapaaa =ave save=ale: ,°r°.,,:;>e,a:°..e •• , i , a. �,.,��,„.. ,a; •,ee•,,,:,•.e•,•a.alae• , �, _ °r•.vr;;a{araeaaaeve-. ;., : , ; RAG 1 .L_ n ! �1-- "�, �^ , ' I \Ii ! '! .,,e.aa ,a••.,aa;•.eat.ale ,ea°alae• ._ _,' '. �Y ..,ta'e°°,:„°e„$ee,• tee ?_•, , \i � �- .I I N T'. � k...\. I I ;t„ata°.,alae,ale :, I , _ �L - �,�, Flow from Outside Hoses. 0 gpm 5 _ �_ , --_._ T - I r - - d- - - - - I- Other fixed flows: 0 aom TENONG OVER SPRINKLER PIPE BY OTHERS) \ / d I a �' ! ! ! ( i r a I ! a b - `O CORRIDOR p -� t a AGI d.._ d -I,._ ^ Total flow in system piping: 81.9 gpm ! 1 ! Additional flow abbe and source: 100 aom JOIST OR TRUSS PIPE HANGER �- / ' - t ! 41 I I --_ - Y -- O O o o o o � ! O o �_ ---_._ ----- - Total of all flows: 181.9 gpm I PENDANT SPRINKLER 2 4-1.1: "HEATED AREA 5"C I I I ! I l I 7-s - GYPSUM BOARD CDUNG V - - - ' - "- Til - ----- - - - - - - I 1 ! I 1 1 14 - 1!i 5 U4 =� �- M / . ,I I I � TENTINSULATION D T A �0; A = 10 e _ it 1�1 f 2 I I i S T = 6 5 ! 7 _ g 6 = y Calculation results for Design Area 2 4TH FLR CORRIDOR 11 - I ri ® This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3/19 \ ,� ! V / A V /1 N. 1 1-0 I ( I / for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD CPIpN f-FIS SIC"' A115 V /� 1 __ -_ _ © _ _ - 7 _ __ 1� I 1 -2 i. O __ _. _ __ A / contract no 2018-TF-005 is designed to discharge at a rate of 0.1 gpm/n2(UmiNmz)of floor area over I �I - - I i a maximum area of 462 fP when supplied with water at a rate of 82.5 aom at 91.4 psi at the base of the riser. I� � O T 1 \ / O i \ I I 9 \ li 10 I T I I L®NF6f ALL PIPING 6 WTAUM N ATLAS MWFANED ATQ4 ABl7YE4VF - : 1 I I Hose stream allowance of is included in the above. Np_lONOAfEA,gp/KPgi.yNSLlA7f3jTp1(gh(IANgF or' ,7 1 I «�j'v 11 1 � i i 1 I 1 I 11 1 I 11 1 i �' Occupancy classification: LIGHT HAZARD Number of headsflowing:4 _ ! _ I \ om 1 /\I I I\ °II y\ q 4�11 - - I° II° -1-- I Y / I° I / - _ _ I ity yp :- ( I 11I I Commod' classification: SystemT a Wet NOTH AMU77ON WOW ISNOTNFIRE SPi�Ja-0 CGWIRACTORS SCOPE OF - - -- / r I I - - '- = Maximum storage height: Maximum velocity: 17.341tis __ .� \ e`! _ JI y L \ .� `•' \ .� NIf Storage arrangement: �D AREA - 7 1 3 0-912 1 5 11-11 o-1112 6- - 3-1. 0-912 - !10-3 p- = .1 0-3 !Mi 1� 7 8-1 - Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 91.4 psi NSLATAON-79J!•Ol`Bi PPE MIM 1b17�I1b _ - / I I 1 '�t / I / «� I I/�.p \ -0 / , I / 2 I I / \ • Flow from Overhead sprinklers: 82.5 gpm Pressure Available at Source: 104 psi SIRLG7UE AYLD Fil!'A7N6EIII�VPPEAAD C8.I1Ci cj I ° ro �d / \ / / �� \ ( 8 1 / �l�\ I I / '.P \ I b I 1 ) - Flow from Inside Hoses' 0gpm Surplus Pressure at Source: 12.5 psi III 1 \ 1 0 e5 1-0 '� 1 lVJ / 0 gpm � OtheFlowr f zed flows:om Hoses 0 aom 1 O Total flow in system piping: 82.5 gpm = T= / 3 « 1 5- f� I ( - AddN0 flow aVbeyond source: 100 aom ir _ ��� � I d g-p I � I ^i I I I I °� I I I I/ I I \ n � I� p0 I 11 rP I � �I/ I I i I I ! 1 o f III �.1 I � � � I I I � Total of al flows: 182.5 gpm ,�poi � _ I UNIT 2 BEd° I N \ I<m ' l o l I C� w eE N X II \ N I 11 101 - o 5-402 NR B \\ I 5 0 - N5 8 NR 1 ( 2 1 UN lI -alp SaHl/O.Bi PIPING 10 STAYAS p_17SE 10 7H6S - BOTTLMI CHORDS AS PtSME NE47M AREA ! !. t ! ! 10 + t I 1 I 1 5 4 TENT N S U A T 0 N DETAIL 5"D - -6'-$" 5'-„ - - - Loop Offset Change of Direction - 1 � � - I - - ��• - - � � - 1--L - � - .� -I- .�. - - �� - 1. - ��• - �. $'-$• 114L L noiPpe .......... OPTION SCALE WE - I 2/5 L 11 -8 - L 1/2 L 6"Min 6"Min 1/5 L 1/4 L KEY: FP1 EV71 EXPANSION LOOP AND OFFSET CONFIGURATION two Scale I Restrainter r Guide A DRn sauuorvuss Pucsowrxs io 01)LD ssr.onuuMlIt ELEVATOR SPRINKLER 4TH FLOOR °���'lµ`"O;LLo�E�su�a"�TM'«P»�a'�iow' +Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE THE MCH PLAN ST150L = � SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE 6PRIWLERS CALCED FOR 11,962 SQ. FT. 1/8' � 1' - 0' WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 20' x 20'- 400 Sa FT. The shaft has been replaced MAX SPACING: 20' W/ 10' MAX OFF 056. with closets at each level. Provide sprinkler head. MINIMUM SPACING BETWEEN HEADS 15 9' Christina K,Otak. 5°2 5.3 5.4 5.6 5.8 .1 5.1 .1 I I I ` FLOOR CONTROL RISE _ ! ' ' I _ Calculation results for Design Area 3 - 3RD FLOOR UNIT 1y I I ',. - - - - - - - - ® _ __. � This system as shown on FIRESTOP COMPANY company print no FP3 dated 70/3'19 ,,, �LOOR:SYST,:M RISER i UNIT 1 BED ' ' for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD _ UN_ 1 BED _ _ UNIT 1 BED IT 2 BED , , UNIT 2 BED- I contract no 2018-TF-005 is designed to discharge at a rate of 0.1 gpm/ft (Umin/m)of floor area over 1 \5-305 - ( 5-311 - I I I 5-313 I e maximum area of 410 hz when supplied with water at a rate of 81 aom at 90.9 psi at the base of the riser. 'I 5-301 I I I I - ! 7-3 1-10 IY- 5-307 _ _- !. I�, _IINR_"ElD -- \_.-_. y_--- -__ -- ! -_ _ I- _ o, N Hose stream allowance of is included in the above. -- ° 1 ° I ^ \t_ Imo.. ( / \FSI ( \ I I _ .... ....._ .....__ / \ ° I � _I Occupancy classification: DWELLING Number of heads flowing:4 �- - - - ..« m b ...... - ....... 9 _ - _ _ _ - _ - m Commodity classification: System Type: Wet 5 0 O ^ \ ` Maximum storage height Maximum velocity: 27.29 Pos ---\ - O _ \- --- . / / F' \- \ // t - / r+� _ - \ // ' \- //__ �� - - .' �_I-_ - b_-. Storage arrangement: / -� - / q Flow from In-Racks sprinkler 0 m c1. S-1Pf ° t 1 NR_3-8ED I 1 � _ � � P 9P Pressure Required at Source: 90.9 psi / W 1 ----- -- -- --- -4-10 8-1012 11 3-2 -- ---- 5-3f 5-0 Flow hom Ovedlead sprinklers. 81 ppm Pressure Available at Source: 104 psi \ /- = 5-303 ' `• / \ r- 1 1 / \ r ° Flow from Inside Hoses: 0 ppm Surplus Pressure at Source: 13.1 psi _ . /- -\\ / - \ / _.._. ..... ._.- \. .� Flow from Outside Hoses: 0 gpm ........ .. f= - - ., t -. a�-,-,r- -_ I- _ -. -. '�' .r _ - TTotalrflow fixed lsystem piping: 81 gpm -1j _ I - 2-2 5-J - _ J, - I - I � - - - Additional fiow atbeyond source: 100 gym - Y ! -.. « ----- -__ -- - fir„ _-w, Total of al flows: 181 gpm -. %wr- -F _ to 0) E ' P -- 1 1 --- 11 1 --- o-y,�- 641: m = i! 2-P2 10 8: - -- 4 92 101 --- �,i-- 1� _I t,.._._ \ - - \ -- - -- - \ 77D ( ---- -- -� It ° n II N p I A A _ ,t d ^^, Ij 1 Calculation results for Design Area 4 - 3RD FLR CORRIDOR ---- --- -- ---- -- -- - -"....-- I ; ( I --® I ' -3-0-- This system as shown on FIRESTOP COMPANY company print no FP3 dated 10/3;19 • 3-0 h tilt 5,9 21n = EV ! ,- i 1 Y 1 for THE FIELDS BUILDING 5 at 7840 SW HUNZIKER RD I it 'n 2 9fH� 8 2 8-112 j 6-9 r-�1 2 = 10-0 i 2- - z z OI r R �"' OR ----- ^ I - _ } ,.a0 : _ - -� `� _-\ /- - act no 2018-TF-005 is designed to discharge at a rate of 0.1 gpmPo (Umin/m)of floor area over , ? ! ( DRAG \i _ _ RAG ___ -S=a- - a maximum area of 462 R' when supplied with water at a rate of 80.3 aom at 88.6 psi al the base of the riser. I _ _ _ _ _ _ - 5-U3 _ - - -- - -L ( _ _ _ _ _ Hose stream allowance of is included in the above. Jh © - 5.B �8' a Y 'sr ey ep b CORRIDOR b ® 4 4 4 Occupancy classification: LIGHT HAZARD Number of heads flowing:4 THIS AREA b I d b d 1 d 3 d THIS AREA Commodity classification: System Type: Wet 1 FOR SPRINKLERS o o _ 5-315 - 0 F0--1---1 o FOR SPRINKLERS Maximum storage height: Maximum velocity: 27.06 ft/s SEE 4TH FLOOR 4-21= 20-0 14-d= 5-111= 0 14-6: 0 3-92 c 5-142 •� 13-1: 16-2 2-10 14-d= 1P 2-31= / 2 13-0 7-6 SEE 4TH FLOOR Storage arrangement: 5•C / ® _ - - -_ _ - Flow from Overhead sprinklers: 3 Row from In-Rack sprinklers: 0 gpm Pressure Required at Source: 104 psi _ - s gP Pressure Available Source 1 .4 i �, - �' • ^ Flow from Inside Hoses:nk 80.0 gpm Surplus Pressure atSource: � 15.4 psi - �-U31 '� -- t - I ! -- -U 4 1 Q m - �.1-- -' I / • . ow from Outside Hoses: Ogpm _ ,. `- - / .n -1 1 ^ r� ¢� _ iN 10 j \ Other fixed flows: 0gpm 7 = ,D = II N 1 ___.. = In STORAGE - Total flow in system piping: 80 3 gpm J = 4- 1 2 \ 13-11: // 2-1 4-6 - 1.r 8-T 2 ! 2 6-5 _ a _ 6-5 3- c e-4 2 o- 1 ! Additional flow at/beyond source: 100 dam - I 1-1-0 - Total of all flows: 180.3 gpm t r o 11 11 _I 11- _I 1p _1 01011 L - - 7-7 / \ - o-3 01 { is s I-11 2 12 6-4 IIy - o-3- 0 9 2 -- o-3 d - Vr 10-3 2=-s= \ -- T t U, d I Oo 1 d / \ �i / �fi \ ( ° 1 �d / � p \ �d / �? - - / � p \ i ° 1 m ul- 1 -- r - I -O . T t ° 1 Q 1 ^ - - - - -- -- O N \ N N \ \ � ! 1 \ / N iV 1 0 2 B .1 /. UNR 1,1 ED I -%\ NIT/2-BED- 1 \ \ ( ' _ O f C�-_. 5-304 ^o \ ( ( UNIT 1 BED I - --- - I '9-0 \ I I I UNIT 2 BED W - -I 5 30 OB NR 1 BED UNR 1 BED y 1 E-L 5-310 6's .- . ®I 5-312 I i 1 - - • - - - - - � - - - - - 2 I 6'_8• FP1 5.1 5.2 5.3 A 5.5 3RD FLOOR FIRE SPRINKLER PLAN (1,962 SO. FT. 1/81 - 11 - 01 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECTTO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O SPRINKLER SCHEDULE & LEGEND 3RD FLOOR &4TH FLOOR CHECKED BY: MMORALES FIRE SPRINKLER PLAN RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CN POSITION FINISH MP K N SIN MFG. M D L ESCUTCH. APPROVAL TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 218 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 9-2018 FOR PERMIT / INSTALL 33 PEND WHITE 175 4.90 1/2- GL4910 GLOBE GL 401 ESTOP C O • PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION I 10/2019 ADD FLOOR CONTROL VALVES D1 34 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-TF-005 IN ENGINEERING TECHNOLOGIES BUILDING 5 ne rem*m Utis agea®tlm�that L� n _ 8 0 1 2 34567 8 16 25 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED Robert L. Knight Jr. L)att D 1 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION SPKR ON SHEET: 373 u mti5ed m the terLaml eree(s) 2 SIDE WHITE 155 5.60 1/2" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST. SPACE 2- VANCOUVER WA. 98663 is ADDRESS: SPKR ON JOB: 624 lfatar-Besrd 3r.t�lapid Teeb,iA,, rarbh"tiaa No. c�muen(s)VaM 1Lro 1 + 7840 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALEIN FEETHFAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 5 = 624 TOTAL COUNT FLOOR 3 & 4 = 313 (P)360-718-8604 LICENSE OREGON/183279 - WAIFIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 3 EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES EARTHQUAKE AND SWAY BRACE ATTACHMENT DETAILS �ASTENER PLAN SYMBOL }FASTENER W }FASTENER }FASTENER SWIVEL FITTING SOH. 40 PE-, \ �r BRACE SEE CALC 'FASTENER BRACE 33 zz�� -SWAY BRACE PIPE FASTENER i 3 3 SC, (SEE PLAN) PIPE BEING BRACED PLAN SYMBOL ` LITERALLY SWIVEL FITTING /002� SWIVEL FITTING-SWAY BRACE ATTACHMENT SWAY BRACE PIPEZP AN SYMB01Cy� (SEE PLAN) FIGURE A FIGURE B FIGURE C r PIPE BEING BRAT J LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR ) LONGITUDINALLY FRICTION Curs SWAY BRACE ATTACHMENT FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER L,47ERW HR-40E LOAG17ZIDINAL BRACE 46YAYBR4CE SCALE: NTS SCALE: NTS SCALE: NTS MINIMUM 1/2 DEPTH OF MINIMUM 1/2 DEPTH OF MINIMUM 1/2 DEPTH OF FIGURES ARE GENERIC DEPICTIONS OF SWAY BRACE ASSEMBLIES, ACTUAL FASTENER ORIENTATION WILL VARY BASED ON ANGLE A THRU I BEAM BUT NOT <3 IN. BEAN BUT NOT <3 IN. BEAM BUT NOT <3 IN. FOR WOOD BEAM FOR WOOD BEAMS� FOR WOOD BEAMS W }FASTENERW }FUER u t FASTENER SISTER 2 X WOOD BLOCK EQUAL TO WIDTH OF TRUSS CORD LEVEL 04 TO PLATE f� BRACE �6.RALL � TRUSS CORD Y- 35'- � 35'-TE B 1 /MIN LENGTH OF SC ATTACH W/ MIN 8 16d NAILS OR 8 - #1D X 3" WOOD SCREWS STAIR 1 ® FIGURE D FIGURE E FIGURE F 1/2" ATR W/ NUT & WASHER BOTH SIDES LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR / FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE / SWIVEL FITTING © OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER SWAY BRACE PIPE a v }FASTENER }FASTENER }FASTENER /(SEE PLAN) O BRACES PIPE BEING BRACED LEVEL L , S LATERALLY ® 2T 9 � �F Shy ` SWAY BRACE ATTACHMENT = FIGURE G FIGURE H FIGURE I CY 5.3 5.4 s LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL �� �� ALLOWABLE HORIZONTAL SEISMIC FORCES (Ibs) FASTENER® OF STRUCTUINTO FACE RAL MEMBER OF STRENER INTO FACE UCTURAL URAL MEMBER OF STTENER RUCTURALMEMCER EQ ATTACHMENT �S © FLOOR CONTROL RI3EFt ELEVATION DETAIL KEY �� �- Q 4"FROM SITE INDEf�iR01A1D SUPPLY 30' WEIGHT 45 T WEIGHT VERTICAL 60'(WEIGHT v TO WOOD CORD SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION; LAT OR LONG BRACE A5 A4 p iHlalSr BLOCK PER NFPA o CHAPTER m Q A 175 D 200 G 200 ALARM 63ELL OR HORN/STROBE 11 FLAYED 1ETAINM FLANGE - 0 SCALE: NTS 2-1/2"SIAMES DC � SLEEVE AT FLOOR SLAB W/2'CLEAR SPACE AROUND PIPE B 250 E 350 H 330 •� 0 4'GRVVBUTTEIIVALV ESVI NORMALLY Flexible Couplings Shall be Installed as Follows: Y i FDC CKVALVE © 4"GRW CHECK VALVE a < Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping C 305 F 600 I 485 _ a FLOOR CONTROL RISER VALVES AND S 2 1 2 in. or larger to move differential) with the individual sections of the building to which it is attached. QT 4 GRVD RISER MANIFOLD W/: 9 y 9 - - tUTFea IO. N" ORMIT m' Couplings shall be arranged to coincide with structural separations within a building. .3o FLOW BUTCH Pima Y-a oINFLA o ® � 9 P th » _ � to 3 2 i C1 FLOIU5UtGH rwrvAtRY-effr>PPLANa LE =L y The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3.1 (1) thru (6). PISOR STUB4N PRESSURE GAUGE FOR LOCATIONS.mYMCALI O 157-8 1�4" pRESSUSURIE RELIEF VALVE w INSTALLATION NOTES: © 2 MAN DRAIN TO EXTERIOR LOCATION C 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWINGS. DEVIATION FROM PLAN HYDRAULIC PLACARD W/SYSTEM INFORIATION LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. ® FLEXIBLE CO PLACARD TOP AND EM INFM OF RISER 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') ® WAS CALCULATED. IT IS OK TO USE ANGLE C 60' - 9( , BUT ANGLE A 30' - 4,r CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. STAND PIPE FAB PLAN II 4 TOFDC-SEE FPI FOR DETAIL _ _ 1 � � - ( ) © 4 U AY EOUAKE BRACE i M 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. 1STFLOOR ® 2'GRVD BUM14LY VALVA -ESw NORMALLY OPEN � � NOTE: PER NFPA 13 9.3.5.5.8 AND 9.3.5.6.2. ® 2°GRYD CHECK VALVE 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 ��$' �' - ON © 2"GRVD RI5ER MANIFOLD Ur: LONGITUDINALLY BRACED. DRAIN AND TEST 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 SUTCN v LITERALLY BRACED. PRESSURE GA 1GE PRESET RELIEF VALVE j ® 1-1/4'CPUC TO FIFE SPRINKLER SYSTEM J LEVELS lb 2"CLEAR SPACE AFDND PIFE-No FLEXIBLE COl1PLm 12E(aXURED a 9'-3 L O_" ® 4'FLOORMSER CLAMP 74 NOT USED c� ® LATERAL 2 TINY EGIIIAKE BRACE ' s n 12 2"EXPRESS GANG DRAIN ALL ELECTRICAL URING BY OTHERS SIGNS AS SEQUIRED 4 a ev-ELECTRICALLY SUPERVISED Q 9 PROVISIONS FOR FORWARD 6 FLOW OF BFP THRU 2" MAIN DRAIN FIRESTOP START POINT CONNECTION CAPABLE OF FLOWING 3 BY OTHERS 83 CsPM a PITOT OF 1 PSI Q e GMUND EL VEL 0' 0" 4 NOTE: U.G. TO BE FLUSHED AND HYDs-2 RISER SECTION STAIR 1 WPA13TAND LOCAALLY TESTES AS PER o NFPA 13 AND LOCAL CODES PRIOR TO 1/4' -1' - 0' CONNECTION TO SPRINKLER SYSTEM® Q 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 If: 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 TIGARD,OR 97233 Address: 3203 NE 65th Street,lit TIGARD,OR 97233 Address: 3203 NE 65th Street,#2 TIGARD,OR 97233 Address: 3203 NE 65th Street,#2 Vancouver,WA 98663 Vancouver,WA 96663 Vancouver,WA 96663 Phone: 360.718.8604 Phone: 360.718-8604 Phone: 360.718.8604 Sway Brace Structural Fitting Information: Sway Brace Structural Fitting Information: Per the available structural drawing information from sheet SO.01 for this project, the following data Brace Information Make: Model: Allowable Horz Load Brace Information Make: Model: Allowable Harz Load has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.9.3: Occupancy Category = II Maximum Spacing 40 feet TDICD 909 Per Table 9.3.5.2.3 Maximum Spacing 40 feet TOICD 909 Per Table 9.3.5.2.3 Importance Factor: I = 1.0 Length of Brace 7-0 Rating: Adi per 9.3.52.3 Based on Angle(d) Length of Brace 7-0 Rating: Adj per 9.3.5.2.3 Based on Angle(d) Site Class = D SDS = 0.721 SDI = 0.444 Bracing Material 1" Sch 40 2015 Its 1425 Divide Rated Load by Bracing Material 1" Sch 40 2015 Ibs 1425 Divide Rated Load by Design Category = D Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Angle from Verticie 45-59 Sway Brace Pipe Fitting Information: 30-44 Of/2.0 The Following information has been obtained using the "U.S. Seismic"Design Maps"Web Application'." Least Rad.of Gyr. .421 Make: Model: 45.59 d/1.414 Least Rad.of Gyr. .421 Mace: Model: 45.59 d/1.414 Conterminous 48 States Table 9.3.5.9.3 Seismic Coefficient Table L/R Value 200 Tolco 1001 60-69 d/1.155 L/R Value 200 Tolco 4A 60-89 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: Adi per 9.3.5.2.3 90 d/1 Zip Code 97233 0.33 or less 0.35 Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values Force Factor(Fp) 0.505 2015 lbs 1425 1 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 AssemblyDetail Data are based on a 0.05 deg grid spacing 0.60 0.42 Period Centroid Sa 0.70 0.42 �P h'gh �p low CP=Gro..,,,,,i (Ss-Ss-low) NFPA 13 Figure 9.3.5,12.1 Details Provided on Plan NFeA 13 Figure 9.3.5.12.1 Details Provided on Plan (EI (g) 0.75 0.42 Ss-hwh- Ss-tow Orientation Angle H M 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 ° ° b it r diameters Type Wood N/A Minwmum',i depth 1.0 0.423 Period Maximum Sal) 0.90 0.48 0 95 0.50 Cp= 0.5050 Fastener of beam but not orientation a3 in.(76 Tom) (Sec) (g) 1.00 0.51 Cp-IOW= 0.5 Diameter 1/2 <3 in.deplh(76 m)for not DiarTtettsr 1/2 for wood beams Length(embedment) 31/2x1/2 TB Angle G H or I wood beams Length(embedment) 31/2x1/2 TB Angle O 0.2 0.975 (SS) 1.10 0.54 Cp-high = 0.51 Attgle G c 31Y to 44' E.or F Angle D. E.or F 1.0 0.423 (S1) 1.20 0.57 Ss= 0.975 Max Load pb,)SL N/A Max Lo Id pbs)steer NIA ng Period Minimum Sa 1.25 0.58 Ss-low,= 0.95 Angle H=45'to 59= Angle D=30`to 44" Max Load(II wood 330 Angle i Na 6w to 90 Max toad(lbs)wood 350 Angle E =45 to 59 (sec) (g) 1.30 0.61 Ss-high = 1 Load Para#a'b Stn-cttaai AMmber Angle F=60'to 90' 0,2 0.975 SS 1.40 0.65 Max toad(obs))C N/A Max Loot (lb )C N/A Load Perpendicular to structural Member 1.0 0.423 (St) 1.50 0.70 Cp = Seismic coefficient Value Max Load(lbs)concrete N/A Max Load(lbs)concrete NIA 1.60 0.75 Cp-low= next lower from table Pipe Pipe Pipe wEIu rrandta W, Net Brace Brace Identification ort Plans Pipe Pipe Pipe WEIGH iLh. wr Net Brace Brace Identification on Plans Conterminous 48 States 1.70 0.79 Cp-high = next higher from table Site T) Length w Factor Tot.Witt. Tot.W t. A Size Type Length w Factor Tot.Wgi. Tot.Wet B 2005 ASCE 7 Standard 1.75 0.62 Ss= Spectral Response 4 Sch 10 40 v11.78 01505 237.96 Orientation of Brace 4 Sch 10 40 11.76 0.605 237.96 Orientation of Brace Zip Code 97233 1.80 0.84 Ss-low = next lower from table N/A N/A 0 0 0.505 0.00 LATERAL N/A N/A 0 0 01505 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 N/A WA 0 0 0.505 0.00 Table 9.3.5.5.2(a or b) NIA N/A 0 0 0.505 0.00 Table 9.3.5.5.2(a or b) Site Class D 2.10 0.98 Period Centroid Sa 220 1.03 N/A N/A 0 0 01505 1 0.00 Size&Soh N/A N/A 0 1 0 0.505 1 0.00 Size&Sch (sec) (g) 2.30 1.07 NIA WA 0 0 0.505 0.00 of Pipe Braced N/A NIA 0 0 0.505 0.00 of Pipe Braced 0.2 0.721 (SDS) 2.40 1.12 N/A N/A 0 0 0.505 0.00 4 Sch 10 N/A NIA 0 0 0.505 O.DO 4 Sch 10 1.0 0.444 (SDI) 2.50 1.17 NIA N/A 0 0 111 0.00 Max Length of Brie N/A NIA 0 0 0.505 0.00 Man Length of Brace Period Maximum Sa 2.60 1.21 NIA N/A 0 0 0.505 0.00 40 WA NIA 0 0 0.505 0.00 40 (sec) (g) 2.70 1.26 WA N/A 0 0 0.505 0.00 Max Allowable Load(His) N/A N/A 0 0 0.505 0.00 Max Allowable Load Ohs) 0.2 0.721 (SDS) 2.80 1.31 NIA N/A 0 0 O.SIDS 0.00 Table a WA N/A 1 0 0 0.505 0.00 Table N/A 1.0 0.444 (SDI) 2.90 1.35 NIA N/A 0 0 0.505 0.00 Load 769 N/A N/A 0 0 0.505 0.00 Load N/A Period Minimum Sa 3,00 1.40 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 (�C) (g) Max Fastener Load 330 Adjusted WP x 1.15(lbs) 273,65 HORIZONTAL Max Fastener Load 350 Adjusted WP x 1.15 Obs) 273.65 HORIZONTAL 0.2 0.721 (SDS) Max Structural Fitting Load 1425 LOAD(Fpw) Max Structural Fitting Load 1425 LOAD(FPW) 1.0 0.444 (SDI) Max Pipe Fitting Load 1425 Max Pipe Fitting Load 1132 Max Honzntal Brace Load 1310 Adj Weight does not exceed MAX Allowable Loads Max Horizntal Brace Low 1310 Adj Weight does not exceed MAX Allowable Loads 11 1 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O FLOOR CONTROL RISER 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 7t, I R E STO P C O TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. +y PROJECT NAME: SCALE: AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION 1 10/2019 ADD FLOOR CONTROL VALVES THE FIELDS APARTMENTS IN ENGINEERING TECHNOLOGIES BUILDING 5 PROJECT N0: 2018-TF-001 Me records d thle organinuou�UMt [� 8 m 1 2 3 4 56-1 8 16 SPKR t'NN SHEET: Robert L. Knight Jr. r�aQ, `-`-`-`p+u AUTOMATIC FIRE PROTECTION tJ 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 PROJECT ADDRESS: SPKR ON JOB: 619 later-Bared B)rtamr layout B Teciuirien Cerl�eah®No r) CaUileattoo(r)Tana Tara 00301 / LEVEL III 100164 04 / Ol / 2021 76TI A HUNZIKER RD SCALE IN FEET (P)360-718-8604 LICENSE OREGON/ - WAI FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 4 OF 4