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Plans (5) IFIDS2 (1) 1 : -. " 0037 DURHAM SQUAREN 7\ /\ 7 \ RECEIVED APR 1 6 2018 / CITY OF TIGARD _.....szi \\ BUILDING DIVISION BUIL. IDING # 1 w \\ E ...„...- ..,„, i ----.\ S 7420 SW DURHAM RD NO. DATE SUBMISSION TIGARD , OREGON 97224 ...., /, / / , , i „ \ \ KEY PLAN: , \ , , / \ , , ---__ , / , -----... / , 4 ...., OFFICE COPY / ( \ • -- / CITY OF TIGARD REVIL;WED FOR CODE COMPLIANCE \ \ :rtni # EIP.Sa 0 I Approved:Nfq I cksed \ • pel*Qt 8-- oo b,3 -Le. \ Address: a . A a _ 4.0 are Suite tk. am d41-a 4_ 19 ___________. • SPRINKLER CONTRACTOR: ---- ---- cc-N.2j_ ___.—._ •••••••••••••*•••• 01•01111rnalteSate MI a=m . m.• ••••••••MM.M•••• arallik il'''''. r\ -4i -. :... 411111 -I \ Milli ..."" x _- _ --- -----1-3- --------_-----_- __ ..4- s_-- —__,. --,------,-------,..- ../'' (..../.4 \ —-__=._---__— --.-----,------- -----,-__. _-- ----_------- --- 1--;..., —37 \A 7 • /L"(5) A q'Cf,•-• \ k.... 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ROLL UP DOOR :-... E.• DATE: 03-21-18 ... ... ........ F.. PROJECT NO: MI NMI ISO F.. DRAWN BY: FM Per NIMIll w ____ I ( WAT ____._ ... CHECKED BY: BB... FLOW TEST) 4 To*g- , ):...41 :,7-47:4--, :N•,,A, .',..Z.. s.;:_.-. ..'ari-Z,4' SCALE: AS SHOWN :,,:s.,.,-..,- .:-.1 ::.....,._•.•,-;,-:-.A.,.. 4 istmtv:in BUILDING 1-BUILDING SECTION :1':f7'rl--1*:•-nTis::' LOCATION: SW [DURHAM RD 8c SW 74TH AVE SCALE:118" 1 -O° BY: WYATT FIRE PROTECTION DRAWING NO: DATE: 03/16/18 © 9: 30AM - STATIC 112 psi SP001 .00 FLOWING 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 FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA &LOCAL AHJ CODE REQUIREMENTS AND THAT ALL 4 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER . �. PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DEFLECTORS INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @THE CLOSURE f BELOW ROOF AND/OR CEILING ASSEMBLIES OF THE PROJECT \)�0 Spy„ �. BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE BETWEEN 1 " TO 12" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE lI� �I �} P .f> OF FLOOR SLAB ABOVE. TYPE OF ROOF AND/OR CEILING CONSTRUCTION HYDROSTATIC TEST ) Will 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 . MONEM '- ` LOW POINTS IN SYSTEM AND HANGERS. SPRINKLER AND THE LAST HANGER SHALL NOT CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL inriwmimIIIM �\\ //'N, 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. ALL ARMOVERS GREATER THAN 24" SHALL BE NO DRAFT CURTAINS OR ROOF VENTS ARE TO BE INSTALLED PLATE 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 IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS FIRE DEPT. CONN. li LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. THREAD ROD AND 3/8" HANGER ASSEMBLIES. OVER 48" IN WIDTH SHALL HAVE SPRINKLERS UNDER THEM1111111111111111 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 111111114110/ � �• 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. _ NO. DATE SUBMISSION 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE TO BE A MINIMUM OF 18" AND A MAXIMUM OF COPY OF CONTRACTORS MATERIAL AND TEST 48" ABOVE GRADE. CERTIFICATE TO OWNER. SIAMESE NOTE 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. ABBREVIATIONS FIRE DEPARTMENT CONNECTION SHALL BE ON A STREET FRONT OF THE 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 40 THREADABLE PIPE WITH CAST IRON THREADABLE b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE FDC- FIRE DEPARTMENT CONNECTION FITTINGS. n • SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION DN- DOWN 6 TO FDC (BY OTH E S) CONCRETE VAULT c. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER TAGS PER NFPA 13, SECTION 3-9.4 [O-] PIPE ELEVATION 7--- (BY OTHERS) 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. o o 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. NOTES TO THE OWNER ° o ' ' 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR • • 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. TO A DRAIN CAPABLE OF ACCEPTING THE ?LOW. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED A' ° ° » .. .r ' PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. HYDRAULIC PLACARDS - TO BE MOUNTED ON REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE 0 0 �' T 1�/1 I 1 v """�- KEY PLAN: THE RISER. WITH NFPA 25 REQUIREMENTS. 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA r , `` - 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS SPARE HEAD CABINET WITH SPRINKLERS OF THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE I I EACH TYPE, AND WRENCH. PREMISES TO PREVENT SYSTEM FREEZING. • ' 1 J , 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 ° ° ( r `Ml •• • • USED IN THE INDICATED AREA. INSPECTORS TEST CONNECTION (IF REQUIRED) TO MAINTAIN THE SYSTEM. , . '- oSr �- Jt :;'14411111Vill-illil*JA • • TO DISCHARGE OUTSIDE OR TOA DRAIN CAPABLE • a - - 11,110,1oilfQ�f�l_ � a13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQUIREMENTS FOR POSITION 1 IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, - o ° '�► t• f�. `. , �, 6 UNDERGRCIUND PIPINGOF ACCEPTING THE FLOV�. SIGHT GLASS AS REQ C' �, C LOCATION, SPACING & USE OF SPRINKLER HEADS THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. o � �' IT IS THE INTENT OF THESE NOTES AND DRAWINGS - '�- t- / -A' 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF 1►ul1�)�II�u:G;.,,�?�!� /V N.F.P.A. AND LOCAL AHJ ALL OF WHICH ARE AS FULLY A ' PART OF THIS DRAWING AS IF HEREIN SET OUT • BOBINBY OTHERS VERBATIM OR, IF NOT ATTACHED, AS IF HERETO ATTACHED. • • AIR VENT AS PER NFPA i � TOP BEAM CLAMP , . - , . • , • . . , • , . • - , ' , . • 13 REQUIREMENTS WATER FLOW AND TAMPER SWITCH CEILING DECK(CONSTRUCTION&HEIGHT VARIES) SHALL BE INTERCONNECTED INTO 11111 DETAIL NOTES: tt�LISTEDSPRINKLERHEADGUARD BUILDING #1 DCDV PLAN DETAIL 6 DOUBLE CHECK DETECTOR VALVE ` O ALL UPRIGHT SPRINKLERS SHAM HAVE THEIR INSPECTOR TEST & ,�"MAx DEFLECTORS INSTALLED PER NFPA 13 THE BUILDING FIRE ALARM SYSTEM � STANOARDSPRAYQUICKRESPONSE O se BRASS UPRIGHT SPRINKLER OTHESDRAIN VALVE ALL WIRING AND APPROVALS BY i ��t Irr , UPIPE DIAMEIERS t°THRU 2°TO BE N.T.S. (3Y )�����'. 1"Xtl2"REDUCER DIAMETERS 2-1/2'THRU 4'TO BE / ALARM CONTRACTOR. / SCHEDULE 40PIPE o ALL THREAD ROD / SCHEDULE 10 OR• 40 I 1 ALARM BELL om u © P LENGTHS'VP'ARY) 111111 �PiP"1'NE WELDED THREADED 2 1/2' x 2 1/2' x 6' FDC (BY OTHERS) (WIRED BY OTHERS) Fr''..---1-6) 3" TO FEED EXISTING _ I AUTO-SPKR ESCUTCHEON SPRINKLER SYSTEM (SEE / MANHOLE COVER L i s� ) ��.,.,,,��. ` SEAL AROUND PIPE (liNto DRAWING SP-100.00 / ,_112"THRU 4" D HANGER RING BRANCHLIKE PIPING ORII*��.',,,J� n l SPRINKLER MAIN PIPING - 3 TYCO RISER ' B R O N Z E UPRIGHT SPRINKLER SPRINKLER CONTRACTOR: MANIFOLD WITH �'''�,.,�,���/� PRESSURE RELIEF DETAIL 11 II II .1I. H .I1 11 I •: 1.: - •• ' .- •• i :::`. •.• }'.`• . '. :11=11=11=11=11=11=-11-11-11-11-11-11- _-- 11=11=11=11-11-11-11-11-11-11-11.-.11--11-11--11-11-11 1I 11-H-11. 11=11=11. 11=11=1I 11=11=1I 11=H= q 1=11=11=11=11=117.--11=11=11=11=11=11=11=11=11=11=11=1 - -11=11=11=11=11=11=11=11=11=11=11=11=11=11=H=11- .1 VALVE HANGER N O. k SCALE: NOT TO SCALE 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11. f1=,1=Il=H=Ii=H=H=H=11=Il=1t 11-1I=1f H-i=N=t ••.• U CHECK V�4LVE II=11 11=11=If 1f=11=11-i1=N=li-It=11-it=11-1i= HEAD BOX __ -11---�i=H=II N=-=H-Ii=N=ti H=H-II -=n=- •' .1 • =H N=ii=n 11=H=NN=H=i 1t=1I=fit=t UR/0444,0)4 - W HEAD WRENCH „ - 1=1I-11-H=1111 H-H 1,-11=H H=H=11 H-H=H-1 A 6 DOUBLE CHECK DEFECTOR • • . 1i=H H=H=H-1,=H=H H=1t=H=H= TOP B AIV CLAN =0=0.11.11=11.1.=11.11.11.-H=11=0.11.11.11. ,� -4.--11.--11.1=11.11-11-11-11-11- . .. „___...-3 CHECK VALVE ...-11.11.11.11.11.11.11=11=11.11=11=11=1 :.. . .• .n=n1iH=uH--=u= = .. . =H a H=H 1I-n- � =u 11-H=H H 1I=H H H=H VALVE ASSEMBLY (BY OTHERS) =11 II II-11 II 11-11=1 ` . . 11=11 11=11=1 - n=H H u=H •• • � - ••: =u-H- I ,T" 3rr BUTTERFLY VALVE ,t=-=! `.: P u= 1 ! = G AUTOMATIC BALL DRIP - - - °1 10 WITH TAMPER SWITCH •.. . u e: - 1100 Q SEAL PIPE PENETRATION ,-; r -_ TOP BEAM CLAMP 0-J L_� iw.v irs. 1 �� SEAL PIPE PENETRATION AR BI ,.. //,!/////////s a d DCDVA SIDE VIEW DETAIL mi 6 DUCTILE IRON UNDERGROUND PIPING 6 DUCTILE IRAN UNDERGROUND PIPING 3 6" UNDERGROUND AP -� :. _ I' N.T.S. FACE OF FfTTING TO 3° NU4 `•; s� \ BO tY MN. WALL DIMENSION CONCRETE VAULT 'r L 4' DRAIN BY OTHERS -_ 1�1 ALL THREAD ROD 1 1/4" MIN. (BY ❑THERS) =V : • , ,' ;• ' , ' Y� . ]:: LF _= FAF I 1 [31.8mm] • r � -2 1/4" HOLE DIA. 12" MIN. [57.2mm] -«.- -.r-1/8„ " "," "" -- _-•-=' 30" MAX. 1 1 [3.2mm] 4" TO 6" BUILDING #1 DCDV SECTION DETAIL 1/2 CU. YARD OF STONE - Cl/2' TO 1 1/2' DIAMETER} _ 7 / / / r.��-�/ IIII�I 1„ X 1/2" REDUCER j N.T.S. %���\� \vim\�.�\��\ - DRAIN DISCHARGE OUTSIDE ,i�„0,.,, 41111 ""I _" --CURB BOX BY WATER Co. % 49.2mm] � ,, z z7/32" DIA. (SPLASH BLOCK TO - -..,,,„__ t.'. ''4 i X5/16•' DIA\,:, C 1 `f 1 INSTALLED) i HANGER RING ��//�i/ , [72.2mm] 11111_,L- L_ 'INSTALL UNDERGROUND AS PER o / 401.11 BUILDING # 1 RISER DETAIL N.F.P.A.#24 AND WATER COMPANY REQUIREMENTS '�•.,�,i/ - TURN COLLAR UNTIL,J 11 L ____.--„..„_ _..,.. TIGHT AGAINST SPRINKLER N.T.S. ( I ` WRENCH BOSS. i - IL "1-1- 1 L -...-1 -s- 1 f2" [13mm] 6 IL .,C,; ADJUSTMENT 1:1?jii: .,;, HANGER N0. 1C TOP B ._A V CLAN D TYPICAL RECESSED SIDEWALL SPRINKLER DETAIL Centurion /��a SCALE: NOT TO SCALE - %. enturion I'} Fire ProtV ct/` on, LLC PO Box 1705 Oregon City, OR 97045 503-894-0563 www"centurionfirepro.corn 5rentbarker@centurionfirepro"corn -1-111 PROJECT: PREFER. FROM REMOTE D C.l RHA M S Q UA RE BRANCH UNE t• TEST YA 1N-� "I, BUILDING #1 45° E4 W/ CORROSION RES. 7420 S D UR !�M I `D ACCESSIBLE LOCATION OUTLET EQ. TO SPRINKLER ■ TI GARD, OREGON 97224 11121/1111111151 WET PIPE SYSTEM TEST CONNECTION TITLE: SPRINKLER NOTES & DETAILS PIPING FOR BRANCH LINES PIPING FOR MAINS 1" to 2" 2!2" to 8" ® Sch. #40 Sch. #40 DATE: 03-21-18 Ei Sch. #10 E Sch. #10 PROJECT NO: E] B.L.T./ XL El B.L.T./ XL DRAWN BY: FM 0 Dyna-Trd El Dyna-Flo CHECKED BY: BB 0 Dyna-Flo \ BlaseMaster (2Y & 3") SCALE: N.T.S. W.L.S. CPUC (3/4"to 2") DRAWING NO: ALL FITTINGS TO BE UL/FM APPROVED SP-002.00 BLASEMASTER MEA #43488-M (Pipe & Fittings) SHEET NO: 2 OF 3 N E S NO. DATE SUBMISSION 6" FIRE SERVICE SUPPLY (BY OTHERS) [-3-0_ SEE RISER DETAILS ON DRAWING , 6" .00 FOR MORE INFORMATION(/ 002A A A�.� 120-0 I 1 2 c. :. aiwr kb',1.1:4- I 141 1 IT ir ---- to 1 -..4- -12 -...-- 1 \ /L-r2 11(ti QQ-.1CV \ / . -.-4'-1(:),if d-4"6[0--/ 11a" • 1/a"` 1 11 " , 11 " i 1/a'� / # 1/" `� ! 1 _ 1Y" i 1Y" 1 " i 1/a" /E 1Y" / OCG u 10-0 • III 10 0 ( 10 0 X —6 I 6—G) X O o • 10 •0 10 0 0 10-0 0 [ 15-7 ] [ 15-7 ] [ 15-7 ] / x[ 15-7 ] I ( I [ 15-7 ] [ 15-7 ] [ 15-7 ] ROCS AC�E/SS ABOVE ( I // �\ I / \ I I / / / I / \uKEY PLAN: r. 7.... l0 1 / � I I 1 I . I I I I V .t, V IL ® 1�1 " 1/a" ix" 1 " 1 ® 1 `� 1 1/a" 1/" 1/a" 1 Ya" 1/a" 1/4" 114" 1/a" 1/a" 1/a 0-6 C• 10-0 1 10_0 •�' a-a • 10-0 • 10-0 -s 6 s-s • 10—a • 10-0 10-0 1 a 10-0 / 0 10_0 / O]a-s ® [15-10] [15-10_ 15-10 , [15— 1 [15-10] [15-10] [15-10] B , IL_DI \ C r , Apr .1_ r) M 7,024 S.7. GROSS F.E.E. 138' -t-/— / H7 H811110 1 Ya" 1 y" 1 ti" 1/a(ID " 1 Ya" lg. 1/" 1g" 1/a" 1/a" 1 Ya" 1 Ya" 1 Y" 1 Y" lg. • 10-0 • 1_10—0 • 1 a-0 1 a-o S 1 a-o S -s s-s S 10-0 • 10-0 1 10-0 + 1 Q 0 10-0 / 0 10-0 / 0]o-s — [16-11h] 0 _ i _ _ i:16 �] 6 1 / __.. ��._6.. [16 1 �] [16 1 �] [16 1 /�] EM E EAI • ' DI ARY AZA r, D # - f 71'-4" ii- 1 PM 500 = Q. F '. G ! M 1 P i SPRINKLER CONTRACTOR: L_1 -4'-10"-r-4 H3Ht H44100:,-6 1Y" 1 H5• 1/" • 1/" • 1/" 1/a" • 1/a" • 1/a" • 1/a" • 1Y" 1/4" 1/4" 1/4" - A., r 1� Q67v7• 10-� 10-0 •' -0 10-0 10-0 -6 u 6-6 10-Q 10-0 10-0 10-0 • 10-0 10-0OrrUllt - ...-1-(.1** c _ [16—. h1 , 6-4,� [16--. M , [16 41h1 [16-41h] ----f_:\\16-41h_ iC j i L.,....i a 'N..i ''''-ya...Z:= acaoamlaah..+/Ndomn I. 4'-1"— =- - BUILDING 1-SPRINKLER FLOOR PLAN Sprinkler Head Schedule SCALE: 3116"=1'-0" HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: Symbol Count Thread K—Factor Description Note This system as shown on CENTURION FIRE PROTECTION LLC Design Area ID: 1 0 56 1 /2" 5.6 V2704 1 /2 QR 155 B UP UPRIGHT ON SPRIG 7 _ company print number SP-100.00 dated 03-21-18 System Type: WET _ ,. ` for: BUILDING #1 Number of Sprinklers: 13 44I 2 1/2" 5.6 V2710 1 /2 QR 155 B HSW SIDEWALL TO PROTECT BELOW ROLL UP DOOR of: 031806—DURHAM BUILDING #1 Flow Summary: 58 = Total Number of Heads This Floor at 7420 SW DURHAM RD TIGARD, OR 97224 = _ Overhead Sprinklers: 399.39 gpm with contract number. In—Rack Sprinklers: N/A gpm is designed to discharge at a rate of .20 gpm/ft over Inside Hoses: 0 gpm an area of 1500 ft' when supplied with water ata rate of TT Outside Hoses: 250 gpm C1 399.39 gpm at 96.83 psi at the base of the Other Fixed Flows: gpm riser. Hose stream allowance is 250 gpm Total of All Flows: 649.39 gpm Occupancy Classification: ORDINARY HAZARD #2 Centurion Fire Protection, LLC Commodity Classification: Storage Arrangement: Pressure Summary: PO Box 1705 Oregon City, OR 97045 Maximum Storage Height N/A Pressure Available from Supply: 111.84 psi 503-894-0563 Nates: Pressure Required from System: 102.93 psi Surplus Pressure (Safety): 8.91 psi www.centurionfirepro.com brentbarker@centurionfirepro.com Maximum Velocity: 30.66 ft/m/sec Dry/Preoction System Volume: N/A gal PROJECT: DURHAM SQUARE BUILDING #1 7420 SW DURHAM RD TIGARD, OREGON 97224 TITLE: SPRINKLER FLOOR PLAN DATE: 03-21-18 PROJECT NO: DRAWN BY: FM CHECKED BY: BB SCALE: 3/16"=1'-0" DRAWING NO: SP-100.00 SHEET NO: 3 OF 3