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Plans (11) F PS202 1 -0003 8 017FiCE COT; OFFICE COFY N RECEIVED SPRINKLER GENERAL NOTES PLANS CONFORM TO N N.F.P.A.F.P.A. 13, 2016 FDC A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE 4" TO f DC I) SPRINKLER SYSIEN STWLL BE DESIGNED AS PER NEPA 13,2016 hl LOGS AUTHORITY WING JURISDICTION FOR BUILDING OCCUPANCY, ALL STANDARD HYDROSTATIC TEST REQUIREMENTS COVERAGE UPRIGHT & SIDEWALL SPRINKLERS SHALL AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED APR b 2021 HAVE THEIR DEFLECTORS INSTALLED BELOW ROOF AFTER THE HYDROSTATIC TEST 2) SPRINKLERS TO BE NSrxlm w ALL CLOSETS &/OR CEILING ASSEMBLIES BETWEEN 1 " & 12" CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL 1 1 :.TTY OF TIGARD MAXIMUM, DEPENDING ON THE TYPE OF ROOF &/OR FIRE PROTECTION CONTROL VALVES. (WIRING BY OTHERS • : 3) SPRINKLERS TO BE NSfAl1fD IN ALL BATHROOMS CEILING CONSTRUCTION CLASSIFICATION. NO DRAFT CURTAINS OR ROOF VENTS ARE TO BE INSTALLED ` CITY DIVISION �� WITHIN THE SPRINKLERED AREAS. St oOo THE UNSUPPORTED LENGTH BETWEEN THE END IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT E ,` 2 4 1 C❑N C R E T E V A U L T 4) ALL NATEPoN S AND IIEIIIWS SiAl1 CONFlRY TO THE RE°UIRELIENIS OF NEPA 13, 2016 i.,. T r. •T•r r. SPRINKLER AND THE LAST HANGER SHALL NOT SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS ( At'�'J 5) THS SYSTE11 HAS BEE+HYDRAULICALLY CALCUJLATED PER TT1E DESIGN CRITERIA ABOW SEE PRINTED fALCUllATION BE MORE THAN 36" FOR 1 " PIPE, OR 48" FOR OVER 48" IN WIDtH SHALL HAVE SPRINKLERS UNDER THEM F j `A O, REPORT FOR DEAdS. ALL ARMOVERS GREATER THAN 24" SHALL BE HYDROSTATIC TEST OF OVERHEAD PIPING @ i �41 _ M N .•; SUPPORTED BY A HANGER. ;I<:!(� .Appr vcd I. I 200 P.S. I . FOR 2 HOURS. SPRINKLER �� ►a r 6) ALL AREAS THAT ARE SUBJECT TO FE E2NG TO BE INSTAILEO WITH DRY TYPE NKLERS *. 1 " TO 4" PIPE TO $E SUPPORTED WITH 3/8" ALL CONTRACTOR TON T FY FIRE MARSHAL 48 HOURS t I_ Liceto: }=ollow IPF-.... .... H[: I3:1 IN ADVANCE TO TESTING- Attached [ 1 �, I.`i �'\O`I►, „ 6' UNDERGROUND PIPING 7) BLACK STEEL PPNG TO BE USED.2'MID 9AALER RPE TO BE SCHEDULE 40; THREAD ROD AND 3/8" HANGER ASSEMBLIES. • 5" TO 6 PIPE TO BE SUPPORTED WITH 1 /2 ALL COPY OF CONTRACTORS MATERIAL AND TEST Permit Number: ii.:9/�.,=_a,, :.i : 2X�'AND LARGER PPE r1)BE SCHEDULE 10 THREAD ROD AND 1 /2" HANGER ASSEMBLIES. CERTIFICATE TO OWNER. S • (82/\ (B1/\ s) ALL PIPING SHALL BE HYDROSTATICALLY IE.SILI)E'ER NEPA 13,2016FIREDEPARTMENT CONNECTION TO HAVE Address: THREADS CONSISTENT WITH LOCAL FIRE • 9) PROTECTION AGb#HSf FREEZING of Au EXPOSED PFNNG,SPRINKLERS A1411 VALVES 6 THE RESPONSIBILITY of THE 13y: Date: DEPARTMENT. FIRE DEPARTMENT CONNECTION • OWNER TO BE A MINIMUM OF 18" AND A MAXIMUM OF . • . . 48" ABOVE GRADE, NO. DATE SUBMISSION . • • •' 10) A WARNING SISI,WITH MUM 1/4"LETTERS SHAD_8E AFFIXED rill NONCORROSIVE FASTENERS ADJACENT TO " DE MWN SHUT OT VALVE MID STATE THE FDu*tNC: OFFICE COPY A 4 28-20 DELETE RISER CHECK VALVE FROM RISER DETAILS WARNING,THE WATER Sri FOR TINS HCME SURES FIRE SPRNKLER THAT REQUIRE CERTNN FLOW MID ABBREVIATIONS DCDVA PLAN DETAIL 6" DOUBLE CHECK DETECTOR PRESSURE TO FIGHT A FIRE DEVICES THAT RESTRICT THE FLOW OR 1TECIREASE TIE PRESSURE OR AUT01WTICN.LY ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION N.T.S. SHUT OFF THE WATER TO DE FIRE SPPoNKLER SYSTEM,SUCH AS WATER SOFTENERS,FILTRATION SYSTEMS AND - CITY OF TTGARD,_ VALVE ASSEMBLY ANTOMATIc SHUT OFF VALVES,SRL NOT BE ADDED TO MS SYSTEM WITHOUT REVIEW OF THE ARE SPRNIQER NFPA 13 • R!;�Tlf I�W LD FOR CODE COi4iPI.FAi\TC$ SYSfETIITrAARE PROTEC110NSPECIALIST. THIS SYSTEM IS TO BE SUPERVISED. THE METHOD OF SUPER- FAF- FLANGE ABOVE FINISH FLOOR 11) THE SPRINKLER SYSTEM SHALL REQUIRE A IM1NMUM OF ROUGH INSPECTION(FOR WRIFICATION OF PFNG, HANGER'S, VISIONA IS SUBJECT TO THE LOCAL FIRE DEPARTMENT. LOCKING BO- BACKFLOW OUTLET Appro�'edJI ' HYDRO,ETC.)AfMT A FINAL INSPECTION PRIOR i0 OCCUPANCY.THE ARE 11tSPECTOR SHALL BE NOnFlED w ONCE THE VALVES OPEN IS UNACCEPTABLE. BI— BACKFLOW INLET • UIQ;: I OF THE REQUESTED NSPECITON WATER FLOW SWITCH - ELECTRICAL WIRING TOR- TOP OF RISER 2 1/2' x 2 1/2' x 4' FDC 12) THE HOME OWNER'S MANUAL INSTRUCTION WE BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY. AND ALARM WIRING TO BE BY OTHERS. BOR- BOTTOM OF RISER Perm : V. P � } - AUTO-SPKR ESCUTCHEON AUXILIARY DRAINS ON ALL TRAPPED PIPING. ABO- AUTOMATIC BAL DRIP A`Ic''rc'nti: � `�� � � ` � MANHOLE COVER 13) COMBUSTIBLE IA+ERIWNGS THAT DICT DS 4 FEET N MR TO BE PROTECTED WITH DRY TYPE SPRINKLERS 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR SEAL AROUND PIPECL(t( TO A DRAIN CAPABLE OF ACCEPTING THE FLOW. FDC- FIRE DEPARTMENT CONNECTION `1It` #: ) , HYDRAULIC PLACARDS - TO BE MOUNTED ON DN- DOWN iia: `---�--t� Date: - -' THE RISER. UG UNDERGROUND -- SPARE HEAD CABINET WITH SPRINKLERS OF [O-0 PIPE ELEVATION EACH TYPE, AND WRENCH. APPROVED TYPE PIPE HANGER !1 u 1 g 1r g n n 11 11=u 11 1=1T IF 11-K=1=11=1I= = = = BALL DRIP ON CHECK VALVE FOR FIRE DEPARTMENT CONNECTION PLEASE PROVIDE Il=1t=11=11=11=1f=11=H=11=li=il=11=lt-11=tN-11=11= r� • 't-:. .11.11.11.11.11=11=11=11-,11.11=11.11.11.11.11. I=11=i1=11=1=11=11=11=11=II=11=1I=11=II=1I=l1=11=1i '.4 =JI=11-11-It-11=11=1t=11=11=11=1t=t1=t1=N=11=11-. 1111.11 =11=li=Il=11=11=RI=LL=11=11=11=1i=11=11=H 4" CHECK VALVEK=1=T1-1-ti-1"11=11=11=ii=1l=ii=ii=ii=ii=i1 INSPECTORS TEST CONNECTION (IF REQUIRED G EF C 1=11=11=11=11=Ih-11=11=11=11=11=11=11=11=11=11=11=11 li=t1=11=11-II=11-11'-11"11=11-11=t1=1N=H=1i=N= ) 4 WAY SWAY BRACE COMPLETED NFPA 3 -11 TI-11=11 Ii 11=11 11 11-1 11 11-1t=11 11 t1=t1 U II 1=11=11=11=11=11=11=1N H-N=H=H=1- ir!h TO DISCHARGE OUTSIDE OR TOA DRAIN CAPABLE `� i=1! =i1=11=11=11=11.11.11.11.11.11=11=11=11=11.=11 1ru-1 1=11=.1 t1 1=u T1 1 :' - 6' DOUBLE CHECKDEFECTOR i -t lL t1=1=1=K=1 1-1=1-1 1=t1= - 11 a t1-1L tl 1=1 It=u=11-u= OF ACCEPTING THE FLOW. SIGHT GLASS AS REQ' MATERIAL AND TEST 11=11-1 a 1 1--it H 1 VALVE ASSEMBLY If 11 .1 1 11=1 1-11- - =11=11=11=11=11=11=11=11=11=11 JI EI=11 11 ll=N IT IS THE INTENT OF THESE NOTES AND DRAWINGS `�I `�� `� LATERAL SWAY BRACE CERTIFICATE AT =111 11-u 11 1=l1 1 • 1i N-1-111- NOTES TO THE OWNER -n=N1 a nu .11 -11=- -._ . U TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF .- 1F1 1 , . I1! A THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED N.F.P.A. AND LOCAL AHJ ALL OF WHICH ARE AS FULLY A FINAL INSPECTION • ?'. : REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE PART OF THIS DRAWING AS IF HEREIN SET OUT °� BRANCH LINES RESTRAINT -� -�- VERBATIM OR, IF NOT ATTACHED, AS IF HERETO SEAL PIPE PENETRATION __ •8-�Srr'• 'i Bl • WITH NFPA 25 REQUIREMENTS. ATTACHED. SEAL PIPE PENETRATION THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE [- CAPPED FOR FLUSHING KEY PLAN: VALIDITY OF PERMIT h 6' DUCTILE IRON UNDERGROUND PIPING Hall_I1Fj� 'I�,III 1 6' DUCTILE IRON UNDERGROUND PIPINGd ill' PREMISES TO PREVENT SYSTEM FREEZING. THE ISSUANCE OF A PERMIT THE OWNER IS TO INFORM TENANTS OF PROPER CARE NECESSARY — — — EXISTING PIPING TO REMAIN BASED ON CONSTRUCTION „II• AUTOMATIC BALL DRIP - - TO MAINTAIN THE SYSTEM. DOCUMENTS AND OTHER CONCRETE VAULT I""'r • 4' DRAIN ; ` -`�1�I(0]I IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, NEW SPRINKLER PIPING DATA SHALL NOT PREVENT THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. THE CODE OFFICIAL FROM REQUIRING THE CORRECTION DCDVA SECTION DETAIL 1/2 CU. YARD OF STONE DCDVA SIDE VIEW DETAIL OF Fr!NGTH r"--""C 105.4 (1/2' TO 1 1/2' DIAMETER) N.T.S. N.T.S. r///////��r1 PIPINOR- G FOR BRANCH LINES PIPING FOR MAINS —1 1/4 HOLE DIA. — ,� PRESSURE GAUGE ON 4 X [57.2mm] 1" to 2" 2Y2 to 8" __ GROOVED CAP \ P.00F MANI:STVT0,10,AELPD: GELLING DECK(CONSTRUCTION 8 HEIGHT VARIES) 1'' X 1/2" REDUCERWITH HOSEVE CAPS ;/rV� --a L- 2" MN. / / 0 1z° ® SCh. #40 Sch. #40 AND CHAIN /// ) LISTED SPRINKLER HEAD GUARD GAUGE GAUGE ON OF RISER 1/PF.) ',//////// 12'MAX / J. --- r--r eni I Sch. #10 ® Sch. #10 (WITHIN HEENCLOSUR= 'r.4./'// / fr 1 i STANDARD SPRAY OU1CK RESPONSE I J O j I_� BRA55 DRY UPRIGHT SPRINKLER 1} PROVIDED WNER) . . • f ! / 1 L,,.1I!+� 1"X 1/2"REDUCER is - ,� 5/15" Dia. ) I B.L.T./ XL B.L.T./ XL 3" MIN. VI = DETAIL NOTES: �e.2mm� I //*� I� x:111 -F Q ALL UPRIGHT SPRINKLERS SHALL HAVE THEIR 111101 ,� Dyna-Trd Dyna—Flo DEFECTORS INSTALLED PER NEPA 13 1LENGTHS VARY) 1 / ` ,W. I Dyna-Flo C PVC ��5' 8c JT"} •'O I''�—I W 0 PIPE DIAIMETTRS 1' THRU 2" TO BE SCH 40 ` Ak /1"WELDED THREADED STEEL clE TURN COLLAR Ui'.I'lIL \ P & CHAIN ,,� 7PIPINGLET OUTPIPE DIAMETERS 2-1/2" & LARGER TO BE WATER FLOW AND TAMPER SWITCH TIGHT AGAINST SPRINKLER \ W.L.S. l�l STEELsc1'EouL '° SHALL BE INTERCONNECTED INTO WRENCH Boss_ cL TYPICAL HANGER 2 - -- - C (3/4"to 2") i I U' _ TYPICAL HANGER r THE BUILDING FIRE ALARM SYSTEM O NO SCALE Nb SCALE \ TYPICAL SIDEWALL \1-112"THRV4'' ALL WIRING AND APPROVALS BYALL FITTINGS TO BE UL/FM APPROVED 1 -- SAMMY Screw Rod 1 -- All Thread Rod BRANGHLINE PIPING OR SPRINKLER DETAIL 1 -- Ring 1 -- Ring SPRINKLER MAIN PIPING ALARM CONTRACTOR. BLASEMASTER MEA #43488-M (Pipe & Fittings) 1 -- Sammy SWG SCALE: NOT T❑ SCALE BRASS UPRIGHT SPRINKLER In VERTICAL WOW AMY SCREW SMOKIER MOOD SRM Y SCREW DESIGNED BY: 1'-9r-65110 T. -5WG 10 DETAIL 2'-3' -1ST 20 )14-2' -SWG 20 SCALE: NOT T❑ 9['.ALE ,-6�1 PO BOX 1044 4'UP -GST 25 hr UP-SWG 25 _ CLIFTON PARK NEW YORK 12065 �sS/Fi , System No. F-C-1059 / \ EXISTING 4" TO11(SINAinio@f2mfadds.com us TOR STANDPIPE & EMAIL:EL: 914 f10 3236: TEL: (914)510 3236; (917)484-3373 ARE 6 DRAFTING DESIGNS LNC CIo Ied)'y ANSWL1479(ASTME814) CAN/ULC \ SPRINKLER SYSTEM ROOF MANIFOLD DETAIL undenarifees Laboratories,Inc. IF Ratio —1 and 2 Hr F Rating—1 and 2 Hr FLOW SWITCH LI to UL 1479 antra g __---, SEISMIC BRACING REQUIREMENTS ITRating---1and 2Hr FTRating—1and 2Hr N.T.S. SPRINKLER CONTRACTOR: L Rating At Ambient—Less Than I CFM/sq ft FHRating—1and 2Hr EXISTING4" RISER CHECK ED=t9 1 ) WHERE 4" PIPE AND LARGER PASSES THRU CONCRETE OR MASONRY WALLS, LRating At40OF-4CFM/sq ft FfHRating—1and 2Hr VALVE TO REMAIN WRating—Class 1(See Item 4) LRatingAtAmbient—Less Than 1CFM/sq ftA FLEXIBLE COUPLING SHALL BE INSTALLED WITHIN 3 FEET OF TURIO4h LRating At400E-4CFM/sq ft EXISTING ELECTRIC BELL d- THE WALL OR JOINT. (WIRED BY OTHERS) REMAION 1.:":.. 2) ALL PIPE SIZES TO USE RIGID COUPLINGS. IF FLEXIBLE COUPLINGS ARE USED, THEN �'' © TOATTACHED TO PIPE WITHIN 24" OF EVERY OTHER COUPLING. � I'— BRACES ARE BE T® D 6111111111114 I -• ra 2"• MAIN DRAIN I 3) RODS ON THE LAST HANGER OF EACH BRACH LINE MUST BE RUN DOWN TIGHT I t'li r i'Q! TO END OF PIPE TO AVOID VERTICAL MOVEMENT OF LINE. rMMyr,�_�..,, EXISTING 4" BUTTERFLYoitQ Ai 12 HEAD BOX 4 THE END OR TOP OF A RISER SHALL HAVE A FOUR WAY BRACE. •IC PiPiO! _ �O r,� \� VALVE W/TAMPER �' , SWITCH TO REMAIN W/HEAD WRENCH 5) LONGITUDINAL SWAY BRACE'S SHALL BE WHERE SHOWN ON DRAWINGS BUT NO MORE THAN,•' =_:_ILII: 80'-0" APART MAX AND NO FURTHER THAN 40'-0" FROM THE END OF THE MAIN BRACED. Q 111C11111.1 1111 14111111:111116'111111!lhallifillilr •••..�0/� � ,oi I) 6) LATERAL SWAY BRACE'S SHALL BE WHERE SHOWN ON DRAWINGS BUT NO MORE THAN 25'-0" I 0 0 I 1t ii1iis APART AND NO FURTHER THAN 20'-0" FROM END OF THE MAIN BRACED. I�A — r 7) WHEN LATERAL BRACE'S ACT ALSO AS LONGITUDINAL BRACES, THEY MUST BE WITHIN 24" OF �- .1�NI1I-- THE MAIN BEING BRACED LONGITUDINALLY. I 0 0 16 8) BRACE ANGLES MUST BE BETWEEN 30*-45° FROM THE DECK UNLESS NOTED OTHERWISE. _ 2Y2" FHV W/ SECTION A-A IF USING WIRE RESTRAINTS, THEY MUST BE INSTALLED WITHIN 24" OF A PIPE HANGER. 0 CAP & CHAIN DRAIN DISCHARGE OUTSIDE -0 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in (SPLASH BLOCK TO UNI-FLANGE FAF=1 9) 2 1 /2' , 3" & 4" LONGITUDINAL MAINS TO BE BRACED WITH 1 " SCHEDULE 40 STEEL PIPE ITEM DESCRIPTION ITEM DESCRIPTION the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F,FH Rating of the firestop INSTALLED) / O MECHANICAL TEE CONNECTION ® PRESSURE GAUGE system is equal to the rating of the Foor-cceiling and wall assemblies.The T,FT and FTH Rating of the firestop system is 0 hr for 1 hr rated floor > Y q n9 r1 ceiling assembly and 112 hr for 2 hr rated floor ceiling assembly.The general construction features of the floor-ceiling assembly are summarized o 10) 2 1 /2", 3" & 4" LATERAL MAINS TO BE BRACED WITH 1 " SCHEDULE 40 STEEL PIPE ® 4" SPRINKLER/STANDPIPE RISER 0 2 1/2" GROOVED RISER MODULE ASSEMBLY I 3O 2 1/2" BUTTERFLY VALVE WITH TAMPER SWITCH ® 2" FCVA DRAIN FEED iti r 1(1.)below: A.Flooring System-Lumber or plywood subflaor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual Floor-Ceiling Design.Max diam of opening shall be 7-5/8 in.(194 mm). 1 1 ) ALL BRANCH LINES TO BE PROVIDED WITH RESTRAINT BRACING SPACED AT 43 FT MAXIMUM 0 FLOW SWITCH 0 2 1/2" GROOVED CHECK VALVE B.Wood Joists"—Nom 10 in(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood gROWNgdalij Members*with bridging as required and with ends flrestopped. BETWEEN BRACES AS PER TABLE 9.3.6. (0) O 2 1/2* TO SPRINKLERS SEE PLAN FOR SIZE C.Gypsum Board"—Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Max diam of opening shall bel-518 in.(194 mm). 12) 4 WAY BRACES TO BE INSTALLED AT THE TOP OF RISERS THAT EXCEEDS TFT TYPICAL FLD D R C D NTR D L enturion Fre Protection, LLC` D.Furring Channels he(Not Shawn)(As required)Resilient galvanized steel furring installed in accordance with the manner specified in the EXISTING FIRE PO Box 17V 5 Oregon n �! OR I O'T 5 individual L500 Series Designs in the Fire Resistance Directory. SUPPLY BY OTHERS TO 13) VALVE LVE ASSEMBLY REMAIN 1:}I_lL1:i:I Oil:=it.I F-�il:f..Til: MAXIMUM DISTANCE FROM END OF PIPE TO FIRST BRACE TO BE GFT g Y1 a .,_,_1_�=1_„_1_,_ & H O S E VALVE 503-894-0563 System No. F-C-1059 ROD • ". 14) END OF SPRINKLER ON A BRANCHLIKE SHALL BE RESTRAINED SCALE: NOT TO SCALE 015) DROPS & ARMOVERS SHALL NOT REQUIRE RESTRAINT WWW.centurion fire pro.conn 1.1 Chase Wall—(Not Shown,Optional)—The through penetrants(Item 2)may be routed through a 1 or 2 hr fire-rated single,double or staggered ,. Y--, .. 16) SPRIGS 4 FT OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENTS wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed M.J. °90 ELL r and shall DUCTILE IRON PIPE brentbarker@centunonfirepro.com of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire ResistanceDirectory inGudethe follow;l,g�n51n,,;tiGnfeatures: , [. : :...& .. _SLEEVE 17) BRANCHLiNES THAT ARE LESS THAN 6 INCHES LONG FROM THE TOP OF THE PIPE TO THE A.Studs--Nom 2 by 8 in.(51 by 203 mm)lumber or double nom 2 by 6 in.(51 by 152 mm)lumber studs. THRUST BLOCK—*- ' .a B.Sole Plate-•Nom 2by8in.(51by203mm)lumber orparallel 2by6in.(51by152mm)lumber plates,tightly butted.Max diam ofopening POINT OF CONNECTION TO THE STRUCTURE SHALL NOT REQUIRE ADDITIONAL RESTRAINT Flushing Flange or shall be 7-5)8 in.(194 mm). SLEEVE TO BE 2" Blank Flange PROJECT: C.Top Plate-The double top plate shall consist of two nom 2 by 8 in.(51 by 203 mm)lumber plates or two sets of nom 2 by 6 in.(51 by 152 THAN PIPE mm)lumber plates tightly butted.Max diam of opening is 7-5/8 in.(194 mm). D.Gypsum Board.—Thickness,type,number or layers and fasteners shall be as specified in individual Wall and Partition Designs. TYPICAL UNDERGROUND FIRE LINE ENTRY CID 2.Through Penetrants—One metallic tubing,pipe or conduit to be installed concentrically or eccentrically within the firestop system.Annular space between pipe or conduit and edge of opening to be min 114 in.(6 mm)and max 314 in.(19 mm).Pipe,tubing or conduit to be rigidly supported on CI HIGHKEY LAB both sides of floor-ceiling assembly.The following types and sizes of metallic pipes,tubing or conduit may be used NO SCALE /{ /� WEST T p f f + Trl A.Steel Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. PLAZA WC�7 ! C]V I L DI NG B.Iron Pipe—Nom 6 in.(152 mm)diam(or smaller)cast or ductile pipe. - .� .- M J. X Flg.Ada p ter ,.,a,FA, �`' —N m 4 in.(102 mm)diem(or smaller)steel electrical metallic tubing or nom 6 in.diam(or smaller)steel conduit. •Conduit a 9600 SW OAK STREET D.Steel Flexible Metal Conduit+-Nom 2 in.(51 mm)diam(or smaller)steel flexible metal conduit. All Thread Ro d See Flexible Metal Conduit(DXUZ)category in the Electrical Construction Materials Directory for names of manufacturers. Finished Floor Slab ['� 3.Fill,Void or Cavity Material'- Sealant—Min 5)8 in.(16 mm)or 1-1/4 in.(32 mm)thickness of sealant applied within annular space,flush with the ` T!f V�'+A RD, OR 9 7232 bottom surface ofgypsum wallboard or lower top plate for 1 and 2 hr floors respectively.Min.314 in.(19 mm)thickness of sealant applied within i - R ' "y, •��. �.i, .yy..- 5..,.:: : ::.,1 _ annular space,flush with top surface of floor or sole plate. Q S _ r- - HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant \� p - _ /////�/////,///`/////`, +Bearing the UL Listing Mark. 0 E0 0T O '' 'Aillilliiii: CEILING Tie-Bolts ,� .� *indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), -- (Typ.of 4) � respectively. - I aBsrRucTlo o ... TITLE: I / Hex Nuts & Washer i (Typ. of 8) Concrete Thrust Block/ CG ,..,Mijik. PLATE MARKED 18" TO 36" AUTO SPKR / 3/4" ROD DATE: 03-26-21 FIRE DEPT. CONN. % G A- 4(11111.11, P 4it j PROJECT NO: HIGHKEY LAB-PLAZA WEST BUILDING � Pf�p MAX DISTANCE BETWEEN HANGERSSA 5 (D-811.) + B �'�+ DRAWN BY: FM NOMINAL • PIPE SIZE (IN.) • GRADE �, � 6" FLANGE @ 1 -0 A.F.F. �Gj �G�NF�� /� +• %/'-' y CHECKED BY: BB 1 " 1 - 1 /4" 1 - 1 /2" 211 2- 1 /2" 3" 411 I �� 1 ' 0" 314" ROD Tr MAX FT. POSITION OF SPRINKLER TO AVOID OBSTRUCTION BETWEEN 1 z-❑ 1 2-0 1 5-❑ 1 5-❑ 1 5-O 1 5-0 1 5-0 SCALE: N.T.S. scH 40 SIAMESE NOTE / TO DISCHARGE OREGON MAX FT. BETWEEN 1 2-❑ 1 2-0 1 z-o 1 2-0 1 z-❑ 1 2-0 N/A FIRE DEPARTMENT CONNECTION SHALL BE ON A STREET FRONT OF THE / FIRE SPRINKLER STUB-UP DRAWINGNO: EA C H 1 ❑ NOT TO SCALE � �Z3 "��� BLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIAL • HAZARD. (NOTE: CONSTRUCTION OF WALLS AND FOOTERS SHOWN C. sell) SP-001 .00 FOR REFERENCE ONLY. ACTUAL CONDITIONS MAY VARY.) Explreg: 7/1/2 Z SHEET NO: 1 OF 2 \,w- N 1 NN----.... '..------------' ,----.."---"Z:--___--------___ -- AV N& Q!Wider SuPPIY: I tan Pal Stade itg W E VAil © 'wiPsi60.3gpl .Dat?293.5 gpm Rowing ' , ��_ By TU e. 1ALATIIN VALLEY WATER S,W OAK STREET . ' EXISTING CITYYMATER MAIN 7660 SW Oak St..Hydrant s 161W35832H50 �—��_ ... —'-- 1 PA ri Of —� oto►+rarer ill .�\ I / i• S _,. .,.7L _.._, . f I I J iI 1 . ; 1 I : rl • i , .1 I IExisting ` .— - , i t Ti tt 1 ! 1 I i j NO. DATE SUBMISSION I L , I 1 1 ErmIng4rxhe> rhFtxLI- / ! j \ . I ! A 4-28-20 DELETE RISER CHECK VALVE FROM RISER DETAILS \ • a / / 1 / I ; 1 . 1 E Ertistagon stnnepIPe F O C - ' I.� • ! I j I .• II I j\ I I I FlctC seI \ 1 I . l i 1I ` � ' I r ! ` \\ _. II i If r 4 f I i fr 494. PLAZA WEST OFFICE BUILDING . 9600 S.W. OAK STREET ?j 1ri ; TIGARD, OREGON f qt \\ ---7 I J . \\ , I : N. I KEY PLAN: I \r _ . , 7. �_�_ ,�`, I 1-1 j/ I .. . 1 I L i I �/ ..i.,' , , , 0 „_,.. , 1 , 40 ki - i / Q I I 1 • II , Ifs I I I � \ • ! • / f 1 TPT I D I I \\ / / • \\/ / . •\\/ / / ,/---i I ! 1 • r'I DESIGNED BY: PO BOX 1044 CLLFTON PARK NEW YORK 12065 \ f HYDRAULICALLY CALCULATED SYSTEMAdditional Calculation Information: L EMAIL: info@f2mfadds.com This system as shown on CENTURION FIRE PROTECTION LLC Design Area ID: 1 LIIIMIIIIIM F:RE 6 DRAFTING LESIGNS INC L. (914) 510- 484-3373 company print number SP-100.00 dated 03-26-21 System Type: WET for.4TH FLOOR Number of Sprinklers: 9 of:HIGHKEY LAB–PLAZA WEST BUILDING-41H FLOCFlow Summo7 SPRINKLER CONTRACTOR: at:9600 SW OAX STREET, TIGARD, OR 97232 Overhead Sprinklers: 223.56 gpm with contract number. In–Rack Sprinklers: N/A gpm -'� SITE PLAN- FIRE PROTECTION N is designed to discharge ata rate of .10 gpm/ft over Inside Hates: 0 gpm an area of 900 ft= when supplied with water ata rate of outside Hoses: 100 gpm 223-56 gpm at 70.62 psi at the base of the Other Fixed Flows: gpm riser. Hose stream allowance is 100 gpm 1Zto+ Total of All Flows: 323.56 gpm Occupancy Classification: LIGHT HAZARD Sprinkler Head Schedule CISTU Commodity Classification: Storage Arrangement: Pressure Summary: Symbol Count Thread K—Factor Description Note Maximum Storage Height: Pressure Available from Supply: 94.87 psi Notes: Pressure Required from System: 79.83 psi pQ 30 1/2” 5.6 TY3231 1/2 QR 155 B PD NEW RECESSED PENDENT SPRINKLER Surplus Pressure (Safety): 15.04 psi 2 Q 1/2" 5.6 TY313 1/2 QR 155 B UP EXISTING UPRIGHT SPRINKLER TO REMAIN Maximum Velocity: 24.99 ft/m/sec REMOTE AREA 1 ;s; 21 1/2" 5.6 TY323 1/2 QR 155 B PD EXISTING PENDENT SPRINKLER TO REMAIN LIGHT HAZARD Dry/Preoction System Volume: N/A got .10 GPM l 900 SQ. FT. �c 2 1/2" 5.6 TY3331 111 /2 QR 155 B HSW EXISTING SIDEWALL SPRINKLER TO REMAIN 9 SPRINKLERS OPERATING 196 SQ. FT.MAX COVERAGE 55 = Total Number of Heads This Floor PER SPRINKLER ` HOSE DEMAND-100GPM 1 r, I I. r! rt r 7 - ot .4..d.AFF n / ! tvi ) (., „ . OrAdoll 1.-CL * [^•' 14 . ` t�eyFF�ICE� . {rh'FFICE I "pip,' r� �1 e AL-, f _b OFFICE J= )=( y ( , •A� 1 Si r \� ® f111-8-5'AFF` $P.�.,AFF 8'5-AFF _ i• - • fr.Rl'AI� - / pirs'r TNNNI 0 0 0 0 '�J -——— 1 litE PROTECTION ,._. 1____ __-2-......._ _ .......,74:1„,T____,... .- 1 • / / `/ EXISTING 4"STANDPIPE RISER l / ) ( ) ( )=( / WITH 2 Y2"FIRE HOSE VALVE I —11 t2I I n I /Aa°R`: :�1 .© Centurion Fire Protection LLC / C � ( \ OFFC J____� O.i / .. 9'E'AF.F / i'.&, m 0.• - — T / +---�—_ J __ 3 __ ���X ,, ' PO Box 1705 Oregon City, OR 97045 O - J.8.�"Imo.F. Q • -2 I Y A 1 . °3 C,)N Ra�M 4!O z-moo ° ..-s / i I I '1i r� 503-894-0563 Ar, _ , { r = www.centurionfirepro.com yy SHAR® JR ANT Fi 0 234 0 l J., n Flc_e IUIPE 0 I �Frnn /- / , ,- 'c D, / 0 _� L o �_2 j o �,o' � ,r / } / I�1 - 0 brentbarker@centurionfirepro.com ...4,40/ o 001 �l min ~rrl,•r ��> 0 cii. .\\__ -_-r- 0 I ----) coi i / :A AM ° r I t 1 234 234 u a - - LJ -� �u - " - - L .� _. � y. _ �', - 1 2, - - - '� - T — -- — ri. III PROJECT: 0-6 I_' 12-0 11 10 -11 E` -3T 6=1<f 7 4-"10140 7-- 7- 6-'lOf4 9-10 7T 1. f 8-'1s1 �t 1)f 9 1-11 ^ 12 1 7 .117- Y 1�-0 1 1 �'•, ' t�914 934 ® t!91f a� ' �oY' a7,--- '� 1-6 0 HIGHKEY LAB f. NEW CONNECTIONK.,j1) i A---t- j J 1 \ I PLAZA WEST BUILDING !1`61 I , NEW CONNECTION SW OAK STREET 1 _ 9600 1-1' t0 = TIGARD, OR 97232 rl- I TI f 47-16ah EXISTING 4" r.'\______ j O �STANDPIPEISPRINKLER RISER WITH 2 Y2"FIRE HOSE VALVE2 Y2"FLOOR CONTROL VALVELEXISTING 4"STANDPIPE RISER PARTIAL 4TH FLOOR ASSEMBLYA 2S DRAIN RISER (----- .- WITH 2 Y2"FIRE HOSE VALVE - - , 0PRpFe SPRINKLER PLAN 40GIN.04,� 4Q DATE: 03-26-21 s-----._. ".----.__-- k\----: 1‘,\N_____,_, 54330PE -7..... PROJECT NO: HIGHKEY LAB-PLAZA WEST BUILDING 4 1_ — _M— — - (ZIC---.17. DRAWN BY: FM OREGON CHECKED BY: BB SA,11C. SO )••• � �I : SCALE: 1/8"=l '-0" uI a IIIu Ii U II II ! �3 7. �y DRAWING NO: PIPING LEGEND .64TH FLOOR-HIGHKEY LAB-SPRINKLER PLAN NEW SPRINKLER PIPING 7/1/ SP- 100 .00 SCALE:118"=1'-0" EXISTING SPRINKLER 2 2 PIPING TO REMAIN resis• SHEET NO: 2 OF 2