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Plans (4) FPS ii) : - " 0 (1) 36 _ _ _ __ __ __ _ _ ___ _ _ _ AP O{ 8. 1 TsIGoAsR „....._ \-t D DURHAM SQUARE N W ...... 1ECrY BUILDING #2 _ \,, 0_c\l' NO. l ..-....-..-...--\-'''/S 7420 SW DURHAM RD NO. DATE SUBMISSION 1 4-11-18 REVISED SHOP DRAWINGS AS PER JHC -TIGARDoRECON 97224 COMPANIES OBJECTIONS DATED 3-28-18 CARD , f f N f f KEY PLAN: \ f1 f , f i\ 1 70 a( , OFFICE COPY ,f ( 4�� () /j`i , ItEVIE DF©R CODE COi��PLIAtiCE / / '\3 � ,�`� V�' \ MATERIAL AND?E5T A rowed: �.,� _� 7j i \ CERTIFICATE AT PP GC ���� 't (� FINAL INSPECTION • OTC: [ ] f Permit#: ++_. " __ Address: �4 v r atr► j2 c� 1 Suite#: ,, • f 1 By: 'It nate 'c�3•) / ‘ \ SPRINKLER CONTRACTOR: , / orr URI ip A 1 , \ f FR E STANDING REMOTE / ''. ` FD SIAMESE CONNECTION / b N C ' CONCRETE VAULT c f BY OTHERS _ _ _ -- = t--- c c c c c c 6 FIRE SERVICE UG77-----': _ r 7,,,.. _____ ___ __________ ---0-------------------------?---;----------- ---- ----- -------—7_,t------:----_,--7-- ------: 1 ________„ __, ,__„. .._ ___ __ • ' 11l11 I H IIIIIIIIlkll11111. 1111111111111111111 1111111111111111k111111111111 1111111111111111111111111111111111111k111 • I II II I H H 1 I FIRE P Centurion Fire Protection, LLC - Pa Box 1705 Oregon city, aR 97045 EXISTING CITY M AIN 503-894-0503 www.centunonfirepro.corn pLoI LA \ brentbarker acenturionfirepro.corn ,y 9 3 '' 1 1 6 1 PROJECT: DURHAM SQUARE BUILDING #2 7420 SW DURHAM RD 0. PARA ? �.. S ��'}}�}[' ��� �/�AR�, OREGON 97224 B.O. VIC ROOF STRUCTURE I r....,...,.�_-:...--.._..----------------�-----------Y--w---.�.w.` _ A �. _ :_. "''" 1*i S Dfr TITLE: I xr BRANCHUNE PLOT PLAN & BUILDING SECTION *1,0. R 0 L L-u DATE: 03-21-18 PROJECT NO: DRAWN BY: FM CHECKED BY: BB W Y T ( WATE FLOW T __ ST) SCALE: AS BB . .. „„st,,)E..mr,• 11 ru r_s ru ‘-'•:-,--*--"-,-"-,- ...,....,,,,.........-....,...,......... t • • BUILDING 2-BUILDING SECTION :�' J a t L'J J t SHOWN .. DRAWING NO: --• • xa 'it•'•' SCALE:1/8"_�.•o.• a J. J =�• • �� 1 LOCATION: SW DURHAM RD 8c SW 74TH AVE .. •� �•• JWiC= BY: WYATT FIRE PROTECTION • DATE: 03/16/18 @ 9: 30AM SP-00'1 .00 psi FLOWINGSTATIC112 1767 © 111 psi SHEET NO: 1 OF 3 ALL AS-BUILT DRAWINGS WILL BE FORWARDED TO THE FIRE FIRE PROTECTION GENERAL NOTES A.H.J. FOR FINAL REVIEW ONCE THEY BECOME AVAILABLE WORK INSTALLATION CRITERIA PLANS CONFORM TO N.F.P.A. 13, 2013 CONTRACTOR TO PROVIDE A CERTIFICATE STATING THE FIRE PROTECTION SYSTEM IS INSTALLED IN FULL COMPLIANCE WITH 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA & LOCAL AHJ CODE REQUIREMENTS AND THAT ALL a �\ . K PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DCEILING ASSEMBLIES INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @THE CLOSURE BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE BELOW ROOF AND/OR CEILING OF THE PROJECT 0 $p BETWEEN 1 " TO 12" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE 0 (I♦ P� k� W `1 OF FLOOR SLAB ABOVE. TYPE OF ROOF AND/OR CEILING CONSTRUCTION HYDROSTATIC TEST E, CLASSIFICATION. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED 2. SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND THE UNSUPPORTED LENGTH BETWEEN THE END AFTER THE HYDROSTATIC TEST - I f \\ LOW POINTS IN SYSTEM AND HANGERS. t J SPRINKLER AND THE LAST HANGER SHALL NOT CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL UM �\ `�. BE MORE THAN 36" FOR 1 " PIPE, OR 48" FOR FIRE PROTECTION CONTROL VALVES. (WIRING BY OTHERS 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. NO DRAFT CURTAINS OR ROOF VENTS ARE TO BE INSTALLED / -"""` ALL ARMOVERS GREATER THAN 24" SHALL BEPLATE MARKED -'' HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. SUPPORTED BY A HANGER. WITHIN THE SPRINKLERED AREA'S. 18° TO 36" AUTO SPKR 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIREDSPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS FIRE DEPT. CONN. LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. THREAD ROD AND 3/8" HANGER ASSEMBLIES. OVER 48" IN WIDTH SHALL HAVE SPRINKLERS UNDER THEM 5" TO 6" PIPE TO BE SUPPORTED WITH 1/2" ALL THREAD ROD AND 1/2" HANGER ASSEMBLIES. HYDROSTATIC TEST OF OVERHEAD PIPING @ B. NO SPRINKLER PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK. FIRE DEPARTMENT CONNECTION TO HAVE 200 P.S.I. FOR (2 HOURS. SPRINKLER � 01011,. • HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. THREADS CONSISTENT WITH LOCAL FIRE CONTRACTOR TO NOTIFY FIRE MARSHAL 48 HOURS GRADE DEPARTMENT. FIRE DEPARTMENT CONNECTION IN ADVANCE TO TESTING. �, TO BEA MINIMUM OF 18" AND A MAXIMUM OF COPY OF CONTRACTORS MATERIAL AND TEST ^�•�� NO. DATE SUBMISSION 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE 48" ABOVE GRADE. CERTIFICATE TO OWNER. SIAMESE NOTE 1 4-11-18 REVISED SHOP DRAWINGS AS PER JHC 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. ABBREVIATIONS FIRE DEPARTMENT CONNECTION SHALL BE ON A STREET FRONT OF THE COMPANIES OBJECTIONS DATED 3-28-18 BLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIAL 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS BEFORE ANY SPRINKLER PIPING IS CONCEALED, HAZARD LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-O" A.F.F. THE SPRINKLER CONTRACTOR SHALL NOTIFY FAF- FLANGE ABOVE FINISH FLOOR ETC. THE FIRE DEPARTMENT 48 HOURS IN ADVANCE, BO- BACKFLOW OUTLET SO THAT THE FIRE DEPARTMENT CAN INSPECT THE 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING SYSTEMS PIPING FOR CONFORMANCE WITH BI- BACKFLOW INLET EXCEPT AS FOLLOWS: CODE STANDARDS. TOR- TOP OF RISER ALL PIPING 2 1/2" THRU 8" TO BE SCHEDULE 10 BLACK BOR-" BOTTOM OF RISER a. SPRINKLER HEADS IN SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175 TO 225). STEEL PIPE WITH WELDED OUTLETS AND GROOVED FITTINGS. ALL PIPING 1 " THRU 2" TO BE SCHEDULE ABD- AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE 40 THREADABLE PIPE WITH CAST IRON THREADABLE FDC- FIRE DEPARTMENT CONNECTION FITTINGS. SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 DN- DOWN ALL VALVES ARE TO BE EQUIPPED WITH IDENTiFICATiON c. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER TAGS PER NFPA 13, SECTION 3-9.4 E10-0 PIPE ELEVATION HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. / APPROVED TYPE PIPE HANGER • - , THIS SYSTEM IS TO BE SUPERVISED. THE METHOD OF SUPER- UG UNDERGROUND VISION IS SUBJECT TO THE LOCAL FIRE DEPARTMENT. LOCKING d. SPRINKLER HEADS IN SKYLIGHTS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225'). THE VALVES OPEN IS UNACCEPTABLE. 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC WATER FLOW SWITCH - ELECTRICAL WIRING CALCULATION DESIGN DENSITIES. AND ALARM WIRING TO BE BY OTHERS. AUXILIARY DRAINS ON ALL TRAPPED PIPING. 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR NOTES TO THE OWNER 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. TO A DRAIN CAPABLE OF ACCEPTING THE FLOW. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. HYDRAULIC PLACARDS - TO BE MOUNTED ON REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE KEY PLAN: THE RISER. WITH NFPA 25 REQUIREMENTS, 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA SPARE HEAD CABINET WITH SPRINKLERS OF 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS EACH TYPE AND WRENCH. THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT SYSTEM FREEZING. 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE ACCEPTABLE TO BE BALL DRIP ON CHECK VALVE FOR FIRE DEPARTMENT CONNECTION. THE OWNER IS TO INFORM TENANTS OF PROPER CARE NECESSARY USED IN THE INDICATED AREA. INSPECTORS TEST CONNECTION (IF REQUIRED) TO MAINTAIN THE SYSTEM. 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQUIREMENTS FOR POSITION, OF DISCHARGE OUTSIDE OR IG A DRAIN CAPABLE IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY LOCATION, SPACING & USE OF SPRINKLER HEADS IT ISSCTHEIIN THE FLOW. SIGHT GLASS DRAWINGSR REQ' . THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. IT THE INTENT OF THESE NOTES AND 14. FIRE PUMP VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF N.F.P.A. AND LOCAL AHJ ALL OF WHICH ARE AS FULLY A PART OF THIS DRAWING AS IF HEREIN SET OUT VERBATIM OR, IF NOT ATTACHED, AS IF HERETO ATTACHED. ./.../4,./0/.,.��...x.am TOP BEAM CLAMP 1 CEILING DECK(CONSTRUCTION&HEIGHT VARIES) i / DETAIL NOTES: 0 it I USTED SPRINKLER HEAD GUARD 01 ALL UPRIGHT SPRINKLERS SHALL HAVE THEIR „^'•„ 12"MAX 1 _ STANDARD SPRAY QUICK RESPONSE DEFLECTORS INSTALLED PER NFPA 13 '/, 1-1 0 � BRASS UPRIGHT SPRINKLER lire,'R (2 PIPE DIAMETERS 1'THRU 2'TO BE DULE 40 -� jt"X 112"REDUCER PIPE DIAMETERS 2-1/2'THRU 4'TO BE 0 ALL THREAD ROD A SCHEDULE 10 1"PIPE NIPPLE v © LENGTHS VARY) IIIUI /1EDTHED PIPING OUTLET i NIP ,,,� 1-112"THRU V' HANGER RING \BRANCHLINE PIPING OR SPRINKLER MAIN PIPING BRONZE UPRIGHT SPRINKLER SPRINKLER CONTRACTOR: is 4 4, 0 DETAIL _. _ ... „.„..„.. : 1 410,4 HANGER NO. 1 SCALE: NOT TO SCALE TOD B =AM CLAMP C _ _ I — 1 TOP BEAM CLAMP /f//////, 0 - - tf., 11 FACE OF FITTING TO ._ > , WALL DIMENSION -- I II ALL THREAD ROD 1 1/4" MIN. [31.8mm] —2 1/4" HOLE DIA. —� .....-1/8- [57 f \ [3.2mm] 4„ TO 6" •ltttlj(�alDc _ 4Z I" X 1/2" REDUCER , . _,:,.-,- / - rims -,-,--: ___.4.7.e..,,.., 7:.-4.., - f.„ ��i, t 5/16 DIA Ili 1 I ,r IL HANGER RING 49.2mm] ///1• 2 27/32" DIA. . —_ i . 1__I 4,..._.! I_ i R AR UNTIL--z., .44.1 L ,____ ., ,_ ,..„.. „...„....,:e.-- TURN CflLL U L-- TIGHT AGAINST SPRINKLER CONCRETE VAULT WRENCH BOSS. I 1f2" [13mm] (BY OTHERS) EF P RE ION HANGER N0. �`1 C T ADJUSTMENT PRO CT TOP 3 EAM CLAN/ D TYPICAL RECESSED SIDEWALL < • ; SPRINKLER DETAIL , ' ,, , . , • . •� • . ` -, ' ' • Centurion Fire Protection, LLC SCALE:NOT TO SCALE • I •*. �- l ., PO Box 1705 Oregon City, OR 97045 WATER FLOW AND TAMPER SWITCH • 24 VIN ` 503-894-0563 AIR VENT AS PER NFPA SHALL BE INTERCONNECTED INTO . , N 1[____ WWW.Centurionfire ro.Com 13 REQUIREMENTS THE BUILDING FIRE ALARM SYSTEM r- �_ •l'• • , www.centurionfirepro.com WIRING AND APPROVALS BY . c4 'J, brentbarker@centurionfirepro.com INSPECTOR TEST & ALARM CONTRACTOR. ..." 4. [■ `�!) pi() I a , DRAIN VALVE I�M O1r �A �` 1.,. Muir, •C . 1 I �■ •` ►.. • • 6 UNDERGROUND PIPING X11,��,�,nACC�,�inAdi Ain.A y1 _ ,. ' 1�`���111A�L�17���171��L�171��L�111A�L�I t=1 ' c ■ ` 'Y' ^� l TO R ,.. , 'ISI. BO BI BY OTHERS PROJECT: ALARM BELL . . , . (WIRED BY OTHERS) I000 . , A ,ry p 3" TO FEED EXISTING PREFER. FROM REMOTE „ • DURHAM SQUARE SPRINKLER SYSTEM (SEE BRANCH LINE • .� o ,. .. , ,� P ,, ; `� BUILDING #2 DRAWING SP-100.00) _ • ' ; • • . . , . . , ” . 1' TEST VA. IN -"11� �•�, W( CORROSION RES. , lip, ''�V,'• D 3" TYCO RISER ACCESSIBLE LOCATION OUTLET EQ. TO SPRINKLER 74, x„/ r W DUR AM RD aBUILDING #2 DCDV PLAN DETAIL DOUBLE CHECK DETECTOR VALVE • MANIFOLD WITH _ 4" CHECK VALVE WITH 6 HEAD BOX I. PRESSURE RELIEF -il N.T.S. (BY OTHERS) TIGARD OREGON 97224 A.B.D. W/HEAD WRENCH `� VALVE llJ 3" CHECK VALVE 4" TO REMOTE F.D. A I WET PIPE SYSTEM TEST CONNECTION MANHOLE COVER CONNECTION (SEE PLOT 3" BUTTERFLY VALVE TITLE: PLAN ON DRAWING = DOUBLE CHECK DETECTOR VALVE F-. WITH TAMPER SWITCH �SP-001 .00 FOR ;, LOCATION) ''yr' y"y' ` _ SPRINKLER NOTES & DETAILS 0 0 o II' 11 II :IL II :H II 1 '. . '• ` '" J1=tt Il RIR .TAIT!—Ii—N—II—It— — — — }: _ ,�`r-• ` • I1=H 1=N=1i it-I1=11 t1=L1=I1 1t=tL=t111=1L- • ` s 11=lI II H-11 H 11-1! tl if-1i H 1t-11 II ii-11 •',• . " •. �•��• ' -- ••`•.:. •: �' -I_I1tI lit1-11 IIIltt ti=1I-1! il_II_Lt_LI_ 1 1l=11 it ti=11 It It=11 !1 II=11 11 It=1i li 11-1 i 4 UNDERGROUND l=li Ji H=11 H 11-I it I1=H !! H=11 II 1t=tl. : I-1i=11 it—N=H tlH=t1 ll-1t=lt 11—I1—t1—ti—It. - C PIPING FOR BRANCH LINES PIPING FOR MAINS 11=11=11=11=-11=11=11=11=11=11=I1=11=11=11=11=11=11=1 • H=11 0 N=II11N=N It It=11 1 L1=II=0=11= 4. • .� o -11=t! It 1T=11H 11=N 11 It=H !1 11-11 1L 11=it i 1. N=t1 IL I1=tt tL IL=I1 N N=tL-N=tL=t— ® 1" to 2f+ i=a=i! tt: I1=tI IL 1I=H it N=N It 11=t! H IL=t * • c IL—H B IL t! it 1l=lt ti L1=II—lL= 1( lI=H H .IIH B if .11 11 I!. N It. II II E II=H II R-I iI li=1l—II—H= 2 " to 8" - =11 II ii=ti it It=B 11 IL=it ii i1=1 "• it-i1 ii N iiit i1=1i— �/ 4 =11=11=11=11-.11=11=11-0-11-41. t H=1111N=11 H= ® SCh. #40 SCh. #40n-�1-1 1 _ Li- DATE: 03-21-18 — =11=ii IL .Il=ti IL IIi II-11 Ii it—1— 1 1 -11=H 11 i1=11 i 11=1i= — FAF 12" MIN. 30" MAX. n Sch. #10 ® SCh. #10 t' BO ' ! . : ►._ . ' f BI� ° PROJECT NO: --�� �� ti�� .\ SEAL PIPE PENETRATION ;+ ''!"''., I '\__/ SEAL PIPE PENETRATION t /\\,� \NA B.L.T./ XL ri B.LT.f XL �; At I�. DRAWN BY: FM } 6 DUCTILE IRON UNDERGROUND PIPING I � 6' DUCTILE IRON UNDERGROUND PIPING( DRAIN DISCHARGE OUTSIDE D6yna-Trd El Dyna-FIo " (SPLASH BLOCK TO . • /'� ;0" CHECKED BY: BB INSTALLED) CURB BOX BY WATER Co. El Dyna-FIo n BlaseMaster (I' & 3") CONCRETE VAULT...--' '.. 4• DRAIN BY OTHERS INSTALL UNDERGROUND AS PER W.L.S. <BY OTHERS) '': '• • i SCALE: N.T.S. El N.F.P.A.#24 AND WATER COMPANY f DRAWING NO B I L_D I N G L. RISER DETAIL REQUIREMENTS CPVC (3/4 to 2") BUILDING #2 DCDV SECTION DETAIL 1/2 CU, YARD STONE N.T.S. , 1 (112' TO 1 1/2' DIAMETER) I I_ _ ALL FITTINGS TO BE UL/FM APPROVED S'T'S' SP-002 0 6 BLASEMASTER MEA #43488-M (Pipe & Fittings) ` SHEET NO: 2 OF 3 N ,-A \---7....- ---/ W-."4141 1111 E \\ 7.-- „ ç -9I „ [26-9tfi] C291/] 26-9th] [26-9i] „ 26-9C26_9lY4114 1&” 1 14 14 1Y4 1Y4 114 1Y 4 0-6 C• 9-3 • •10-3 • 1a-6 • 1-6 • -2 ••-10 • 10-6 • •10-0 • •1a-0 • 10-0 / 03 0-G S co i NO. DATE SUBMISSION SEE RISER DETAILS ON DRAWING = �, u SP-002.00 FOR MORE INFORMATION 1 4-11-18 REVISED SHOP DRAWINGS AS PER JHC HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: COMPANIES OBJECTIONS DATED 3-28-18 This system as shown on CENTURION ARE PROTECTION LLC Design Area ID: 2 company print number SP-100.00 dated 04-11-18 System Type: WET VC _ / 11(1" „ » [ 26-6 ] [26„-6 1 „E 26-6 ] „ [ 26-5 ] [ 26-6 ] [ 26-6 ] 1Y4„ for: BUILDING #2 Number of Sprinklers: 13 > 0-6 C 5 3Yz 174 1Y4 Y 11 1 . 174 1Y 13 174 of: 031806—DURHAM BUILDING 2 6" 1 f ""3-111 • 10-3 • 10-6 • 1-6 • -2 In '—10 • 10 -6 • 10-0 / O 10-0/ 0 10-0 / 03 0-6 at: 7420 SW DURHAM RD TIGARD, OR 97224 Flow Summary: 8-8X3"3„ with contract number: Overhead Sprinklers: 391.70 gpm N_E C ''' [ 26-6 — 42-9/1In-R: 0eck N/A gpm is designed to discharge at a rate of .20 gpm/ft over ses: 0 gpm H M• / an area of 1500 ft 2 when supplied with water at a rate of Outside Hoses: 250 gpm 3 \f riser.0 is gst eam alpm at 8iowance psi.52 s 250 at the ease of the Other Fixed Flows: gpm 6» FIRE SERVICE SUPPLY _ -- \ / I '- n 9P Total of All flows: 641.70 gpm (BY OTHERS) I 1.V i I Occupancy Classification: ORDINARY HAZARD #2 co A 3 53u_zur- _ N _ Commodity Classification: 1 . :„ , » 3 - „ [ 26-31 [ 26,-3 ] „ ! {»C 26-31 „ [ 26-3 ] » C 26-3 [ 26-3 ] 1Y” Storage Arrangement: Pressure Summary: 14 1Y 14„ 1Y' 1 a 14 1Y 1X 114 1X4 » 0- •31i 7-111 • 10-3 • 10-6 • 1-6 • -2 .-10 • 10-6 • 10-0 / 0 10-0 / 0 10-0 / 0]0-6 Maximum Storage Height:12-O Pressure Available from Supply: 111.85 psi Notes: Pressure Required from System: 94.39 psi KEY PLAN: Surplus Pressure (Safety): 17.46 psi f \ / Maximum Velocity: 30.68 ft/m/sec In 1 Dry/Preaction System Volume: N/A gal U 1v„ 1y„ 1Y4" ç6-O ] 1Y4° C 26-0 ] „ [ i 6„ 14” 1 4 0 ] „[ 26-0 ] 1Y4t>[ 26-0 ] [ 26-0] [ 26-0 1X„ o-s C• 9-3 • 10-3 • 10-6 • '-6 • —2 ,-10 • 10-6 • 10-0 • ? 10-0 / 0 10-0 / O]o-s \ 46,, . „ T n T --) in ,� in tT1,-, Aa- CN J. ix:,106-7 ill 'in „ I 25-9 I » C 25-91 „ C 5„—g ] » »C 25-91 „ [ 25-9 ] [ 25-9 ] ”' „ C 25-9 ] 1Y4" 0-6 C• 1-a • 114" • Ya • �Y • 1 4 1 4 • 1 Y4 • 1 t N • 1 Y4 / 0 j ix" / O]0-6 9-3 • 10-3 10-6 • 1-6 • -2 -10 • 10-6 10-0 10 a 10-0 FTco1 3JILDING 2 / ISI 101000 SF GROSS SPRINKLER CONTRACTOR: i F-7-7 l 3 -CNi ' l -- co `— , ii t N _ � _ .:, A Ih.In ca 25-6 _ 5„6 O „_ 25 • ] 6 _ 2 6 _ ® _ 25-6_ - 2/5-060114; 141( VWs” c25-6Y ] 1g" C ] ] 1 1 4 114" 114" 1'. 1 a 6 C• 9-3 • 10--3 • 10-6 • #-6 • -2 •-10 • 1 a-s f 10-0 • 0-0 / U 10-0 ] 1 6 I 48'-5" 51'-4" _ - l'7 ——..- 2'-9" r_ _ . _,,„ ,_,== .,_,„„_ _.,, ....__ „ 25-3 ] » [ 25-3 ] [ 25„-3 ] „ » „ S9 5-3 „ 2 3 ] _ 25-3 „ _r 3 0�6 CO14 • ix” • >4” • lY • 1 4 1 4 • 1Ya • 114„ • 1Y4 • •] �Y6 � } 9-3 • 10-3 • 10-6 • I-6 -2 0 .-6 10 ------ ------7----T- - --f-----:---------____4-i-- ■j"r�- ,�-� ,w,� 10-0 10-0 _ 1 0 k S8 S7 S6 _ / - R • 0 ' AR • A 2 — -__ O ' it 0 A a H a ZA - r. #2 , " .20 M/1 . 1 1 S . FT ►- FIRE PROTECTION 1 HO = D AN r-250 c PM I 5'-0" D4-111/fl D4-111/fl C24-11�] 1 N 24-1 s3 �� _ � •-1111, " 1Y4" C4- ] lir [24 111] 1 1 » * ' 4„ 24-11 114„ O 1Ya„ 4 h \ f114„ ix. Centurion Fire Protection, LLC a6 C � g_3 • 10-3 •• 10-6 •• t-s • -2 -1a • 10-6 • A0-#11prO• • 10-+ /,6 3 0-G PO Box 9 705 Oregon City, OR 97045 0 111 s5 s4 - �, Q / \ 503-894-0563 ,„ r / / `° www"centurionfirepro.com -611 ''� i E-f � - ._ brentbarker@centurionfirepro"corn Li u G S u 1" LOW POINT DRAIN i � PROJECT: 6" FIRE SERVICE SUPPLY CANOPY ABOVE CANOPY ABOVE (BY OTHERS) BUILDING 2-SPRINKLER FLOOR PLAN DURHAM SQUARE SCALE: 3116"="r-0" Sprinkler Head Schedule BUILDING #2 .,,,,-13,- - 6" Symbol Count Thread K—Factor Description Note 7420 SW DURHAM RD Ah O 81 1 /2" 5.6 - V2704 1 /2 QR 155 B UP UPRIGHT ON SPRIG TIGARD, OREGON 97224 • li 2 1/2" 5.6 V2710 1 /2 QR 155 B HSW SIDEWALL TO PROTECT BELOW ROLL UP DOOR 83 = Total Number of Heads This Floor TITLE: SPRINKLER FLOOR PLAN DATE: 03-21-1 8 PROJECT NO: DRAWN BY: FM CHECKED BY: BB SCALE: 3/16„=1'_O” DRAWING NO: SP-100.00 SHEET NO: 3 OF 3