Loading...
Plans (40) FPS2019 -00041 ( 2/2 ) OFFICE COPY '1 N GENERAL NOTES a h TABLE 1 TABLE 2 THE INSTALLATION AND MAINTENANCE OF SPRINKLER ¢ U) TUALATIN VALLEY WATER DISTRICT ` NDLI MAXIMUM SUPPORT HACING DDRODISTANCE MAXIMUM SUPPORTS PACING DISTANCE O Test #: 275 END LINE SPRINKLER HEAD DROP ELBOW INLINE SPRINKLER HFJIDDROP TEE SYSTEMS SHALL BE IN ACCORDANCE WITH IFC 2012 CO o w/AMENDMENTS NFPA 13 (2013 EDITION) NFPA 25 AND O to PIPE SIZE SYSTEM PRESSURE _ FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 1S1W36D17FH50 PIIkWh SIZE < 100 SYSTEMPRESSUREI00� tlot _ -loops, - -- „�� THE LOCAL FIRE DEPARTMENT. o - - 3 3/4" 9 r We a 3' ALL SPRINKLER PIPING TO BE PER NFPA 13 AND LOCAL r ,• 5 4' Location: SW CLINTON ST & SW 12••68TH AVE Date: 3/212017 1.114. 16" -- IT 1.1/4. e s FIRE DEPT RECEIVED Test made by: HERB & JAMES 1-10-T 24" 1r 1-11r_ _r T THREADED PIPE: SCH 40, BLACK WITH THREADED , MAR 2 7 Z@19 GROOVED AND WELDED FITTINGS. Witness: Time: 11:35 GROOVED PIPE: SCH 10, BLACK WITH WELDED AND CITY OF TIGARD GROOVED FITTINGS BUILDING DIVISION BLAZEMASTER 2000 PIPE CURE TIMES WITH ONE STEP SOLVENT CEMENT CPVC PIPE: BLAZEMASTER OR EQUAL WITH SLIP, PfOleCt name: SDR 13.5(ASTM F442) 200 psi(MAXIMUM)TEST PRESSURE HANGER SPACING PIPE SIZE Ambient Temperature During Cure Period SLIPXTHREAD AND/OR SLIPXGROOVE FITTINGS z NOMINAL SIZE MAX SPACING inohw 60°F to 120°F 40°F to 59'F WE to 39°F W 00 Discharge coefficient: .54816 klales (mm) feat (m) 34" 45 min. 1.5 hr. 241x. ALL THREADED FITTINGS TO BE CAST OR DUCTILE IRON Z 3/4' (20.0) 5.5 (1.7) 1• 45 min- 1.5 hr. 24 hr. to - O �' +' (zsa> 6.0 (ta> 1-t/a• t hr t6 hr. 120 hr. ALL HANGERS MATERIALS DEVICES AND Y W w o ac Inside dig. of outlet = 4.5 inches - -- -- -- - - - --- -- Q w z J Lu -114• (32.0) 6s (z.o) ,-ta• 1.5 hr. lets. iaohr. INSTALLATION TO BE IN ACCORDANCE WITH NFPA 13 < J O z Pitot reading = 35 psi Pitot 2 = p psi 71Q• (40.0) 7.0 (2.1) r 6 hr. 36 hr. SeeNoro I AND LOCAL AHJ. � Fui- F = u (50 0) 8 0' (2.4) 2.1/2• 8 hr. - ------- 72 hr. See Note 1 4 U LU U F 1958.3 m z-112' (850) - 9.6i__--(z.7> 3• a nr 72 hr. sea Nae 1 ALL AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE Z M w \ Observed flow rate = gp 3• (600) ioa (a.o) HYDRAULICALLY CALCULATED PER NFPA 13 AND CL L) Flow method: HOSE MONSTER Note For these sizes,the solvent cement can be applied at temperatures LOCAL FIRE DEPT. it below 32°F,however,the sprinkler system temperature must be raised to 77.3 Macni,b(Hex>Bolt -- LL a temperature of 32°F or above and allowed to cure per the above ecommendationsprartopressure testing («D30104o)S„•.yBnc.(M� ll R) ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED Static pressure: 85 psi Residual pressure: 71 psi p+077)Locking Adachment EM(SF) AT NOT LESS THAN 200 PSI FOR 2 HOURS (OR AT 50 PSI 1 IN EXCESS OF THE MAXIMUM PRESSURE WHERE THE INSTALLER MAY USE Flow at 20psi residual pressure (calculated): 4487 gpm ,GW1 Pee S4h.duft40 MAXIMUM PRESSURE EXCEEDS 150 PSI) SPRINKLERS OF Location map: To be attached to test report and to show which hydrants were DIFFERENT used to monitor residual pressure and flow. Brace Identification Number: LAT ALL SYSTEMS SHALL BE MONITORED 24 HOURS A DAY MANUFACTURER Gage information: - -- - (to be shown on plan) CENTRAL ST TION. THAN IN LEGEND Hanger No.07C PROVIDED ALL Static and residual pressure gave: 3602536332 Pitot gage: 2-A5F6U-20-1 HILTI Kw*Bon ALL ELECTRICAL DEVICES REQUIRING POWER SHALL CRITERIA ARE RATED ASSEMBLY DETAILS DO NOT 5 a 15 1 (Iw10)Sw.ySncecamp ---xxal4adia4Nnitaat BE WIRED BY OTHERS. IDENTICAL. Hydrant information: INDICATE TJI SPACE TO BE FILLED WITH r / (.0761 Umeersm Looking Attachment EW Hydrant 1D Year Make Notes INSULATION OR HAVE 112"GYP BOARD TO H.3 j A SPARE STOCK OF SPRINKLERS SHALL BE MAINTAINED Flow hydrant: 1S1W36D17FH50 2005 CLOW see map for location COMPARTMENTALIZE TO 160 CUBIC FOOT. Na°c°""" e.°,A IW'7)wcRag^"x^"°"E ° ON THE PREMISES WITH THE APPROPRIATE HEAD PER NFPA 13, THE MINIMUM DESIGN AREA M ro.tl WRENCHES. HAS BEEN INCREASED TO 3000 SQ FT TO P M L K H.5 I H.1 ` Rel j 1 Pipe,54hc"e 40 Read hydrant: 1 S1 W36D18FH50 1983 MUELLER see map for location ACCOUNT FOR THIS SITUATION FOR 2 M, R a b STANDARD SPRAY SPRINKLERS AND 8 A,10 awNaRxp PMe FIELD LOCATE ALL LOW POINT DRAINS. m SPRINKLERS FOR RESIDENTIAL Remarks: SPRINKLERS. Brace Identification Number: LNG G 1 (to be shown on plan) O G2 TOP OF PARAPET I Nr.,P.2" N^'^ii0'^'OYnin�^ - to The mapping, flow or pressure information contained herein reflects conditions on the date and a d3'6' I J w time of the test. Tualatin Valley Water District makes no representation as to the system's TOP OF PLATE - �`� �'" z ability to meet specific fire flow requirements. Future system capability may differ from the 40'-2 - l.. MAXIMUM DISTANCE BETWEEN HANGERS O ATT SPA E FILLED WITH INSULATION It- flows flows reported herein because of subsequent modifications to the district's system and/or i CORRIDOR -_ -_ a j I I STUDIO D F3 Ot S 10 F2 NOMINAL L PIPE - - _-_ - - -- -- (- - -- because flow and pressure may vary by time of day and season. Test gage callibration v l KING KIN T E information available upon request. co! I TH TH 1" 1-1/4" 1-1/2" 2a 2-112• T. W. W 0 #� FOURTH FLOOR _ ( I �- STEEL PIPE EXCEPT 12-0 12-0 15-0 154 I 150 15-0 10 31'.10* THREADED LIGHTWALL TBOTTO _.------_- - ---- -------------- F 2WO, low THREADED LIGHTWALL Q o KING D Dj ) KIN 12-0 12-0 12-0 12-0 NIA NIA WA O b STUDIO STU 10 STEEL PIPE I Bi rH F3 TH F2 ) Z aAk 1 THIRD FLOOR DRAWN BY:TLM 21'-10' {l �- EQ4 For Loads Parallel or Perpendicular to Tll01 Joists I M T BOTT DATE: 3112118 11h'net x 6'x 11"filler o I KING D D1. KIN blockeach sideof TJlwweb JIII I STUDIO I ` STU 10 under top flange PLOT DATE: 03112/18 F3 rq I i F2 IhL SECOND FLOOR i ( CONCRETE SLAB _T Swivel sway brace fitting !I I Wdiameter bolt Allowable Horizontal I o e Seismic Loads (lbs) POP F1 I PATI Hasher Aa ktsYer9cal(N) LOBBY FLOOR 3E° 45° N° 0'-0.(290 9) _ _ - - �No.6 x 2'long /� 6 t E50 620 690 SPOOL DECX / - - P ti screws(6 each side)inimum)drywall Loads are based on the controlling - _- _ _ connection to the joist3a r 0 (� 2sy yl - Loads EXISTINGifactoradlutment33end1.60duratian GRADE - I �� +�Ft`ICE COPY I CITY OF TIGARD REVIEWED FOR CODE, CONI PLL-,NCE ^1 REFERENCE BUILDING SECTION t Foot Approved:`N ) OTC: [ ) Permit #: S f9-,q,`4 MAX 4"PIPE MAX 2"PIPE ��� �_ Address: 9L• HarlgerNo.07W j HANGER NO.14W ." Suite#: IL79'q SV �9 p / - -- - - / - --1 T.J.I. BOt[Orrl Clamp AND OD W - 1:3Y: ate: 7 r• e"• $-�e' v e..r -e.r f .'• $-r• r• ,� 8-DIP orTJA. D Nkod Jolt-� _- (PUS k SW 69TH AVENUE ss ' L=u s:w +r n + + r n + r ss ^_. _1 Bean ChRN `. 1 enerR straw i�6 M (� _ '•�� -tea ° I-- I 1tt• .,� ��'. l_ L W 11 6:PVC © � ���• � s:r e°x a,a NN � PYe- ` IWMb All A♦M NeY « S 9wlrel Rinp 1 I L 25 SL-1.0X \ \ r $MvI Ring p 1- 6 DIP 5-9 `� a""' REVIEWED FOR (PRVT FIRE) I SEE O&ARODENT RIM-294.42 ` • "'; - j it PLEASE PROVIDE - • L-73 ` •-- ON 11eS lEET IE 6-OUT(E)-297.54 ana.A•0,mow,°n Ngom Her,.mu wNumxr v,e A D.r, CODE COMPLIANCE COMPLETED NFPA 13 _ MATERIAL AND TEST ` - _ CERTIFICATE AT 6"DIP A RESTRAINT ROD DIAMETER SHALL COMPLY WITH TABLE BELOW: y1 ii (PRVT FIRE) FINAL INSPECTION 1 L"123' 6'DIP I.i 0" .29"RESTRAINT LENGTH=3/6"ATR (PUB FIRE) �--- 30"-40' RESTRAINT LENGTH= 1/2"ATR ": . ; -- - L-ts' - 41"-51' RESTRAINT LENGTH=5/8"ATR • a" _.,__ T _, ., ._�,_�. -_...-,- _ t" I 52"-62' RESTRAINT LENGTH=314"ATR - • I . ' • • . �. +�� 63"-73"RESTRAINT LENGTH=7/8"ATR -- _ ` - •F. 1 74"-156"RESTRAINT LENGTH=USE CABLING OR 1"PIPING VALIDITY OF PERMIT ' 7- \ N I BASED ON CONTHE ISSUANCE OF A PERMIT STRUCTION PROVIDE EITHER I a FLEXIBLE SPRINKLER r DOCUMENTS AND OTHER ♦ ) �I HEAD OR 2-INCH �. DATA SHALL NOT PREVENT 6•DIP �- I FLEXIBLE COUPLINGS TO BE INSTALLED AT THE FOLLOWING LOCATIONS: THE CODE OFFICIAL FROM OVERSIZE RINGS I W (PRVT FIRE) j (1)'Within 24 in. (610 mm)of the top and bottom of all risers, Table 9.3.ti.4(al Maximum Spacing Iftt of Steel (Stanch Inn.• REQUIRING THE CORRECTION OR. INTERP 10-01 unless the following provisions are met: " - - - - Restraints (fol a In risers less than 3 ft 0.9 m In length, flexible couplings are permitted to be omitted. OF ERRORS. OSSC 105.4 S - 'J/ 6 f- • I (b) In risers 3 ft to 7 ft (0.9 m to 2.1 m) in length, one flexible coupling is adequate. - d f L-48• Seismic Coefficient 4 Cpl (2) Within 12 in. (305 mm) above and within 24 in. (610 mm) below the floor in multistory buildings. Q When the flexible coupling below the floor is above the tie-in main to the main supplying that floor, a 5 , ! I Ili I i RIM-277.50 �;. 0.Is < C1, 5 flexible coupling shall be provided in accordance with one of the following: Q1 - It 6•OUT(ta)-271.06 L Pipe 4 in.l Cr S 0.50 11,71 C.p .> 11.71 (a)*On the horizontal portion within 24 in. (610 mm)of the tie-in where the tie-in is horizontal 2 en RI16 28,.68 a-five (b)`On the vertical portion of the tie-in where the tie-in incorporates a riser SYMBOLS `7 g IE 4"IN(W)-277.39 SL-2.0x �- (3) On both sides of concrete or mason walls within 1 tt 305 mm of the wall surface, unless Z dy 77.19 - 13 ill _t, masonry { ) e =775 77 e w h 2 - RIM7 1 '/a is provided-=- 6 clearance ided in accordant it 9 3 4 Z - E 4 our(s)-2 4 PVC I IE 4•IN(N)-x7,12 t 1+f• 49 { 1 „, (4)rWithln 24 in. (610 mm)of building expansion joints t IE 6'IN(E)-270.95 l. x,•304 e - . (5) Within 24 in. (610 mm)of the top of drops exceeding 15 tt(4.6 m) in length to portions of systems NEW STEEL PIPE 24/"AND LARGE q = L_,0- IE 6' OUT(5)-271.15 / 2 53 1 ' ' - supplying more than one sprinkler, regardless of I NEW CPVC PIPE 2"AND SMALLERR N - { 9 P e9 pipe size Z QLU ♦ I __;_________.__-__ ___.___-_ --------- (6)_-_- (6) Within 24 in. (610 mm) above and 24 in. (610 mm) below any intermediate points of support for a = .55 •••••1••••• NEW STEEL PIPE 2"AND SMALLER J 2 O ZS '- e • • i I 'Pe, .,. \ riser or other vertical pipe PIPE DIAMETER r W Ia.re9uireE) .�, 4-PVC , r 4 ."' ' F--i I / _ W L-35' J c SL-1 Dz I PIPE LENGTH C� v 1 N O SwN♦t 11-0 (� z e,� I +--) c •`• IL Ha"coer'od R• altachi 1 L - an.,,ei % HK ger PIPE HANGER �-' EL rpa _ Restremt 1< Li _•-"- a� Band 11vC lr=4W ' SEISMIC CODE BLOCK O NODE TAG �T�' RIM=780-,7 1 �v- - " r Ur. IE--77 5F IE 4- ALT(E)==7' 7♦ .. 1 L'F..�-�..� I , ..Zs '_ ` � y i es em SyV]4TH AVENUE S1 - - i _ _ @ - !' + _ S _ _ _ s • \ goo dA PIPE ELEV. BELOW ROOF DECK _. w - - __- -- <'Band SEISMIC DESIGN CATEGORY ( D ) CONTRACT NUMBER M1efQer LOCATION OF PROFESSIONALLY SEALED dAk PIPE ELEV. ABOVE FINISHED FLOOR 18-071 W hand 6ln.lt52 mmtmaximum ANCHORAGE ANCHORAGE REFERENCE SITE PLAN(NO SCALE) honest TO FLOORS, SWAY BRACING AND SWAY BRACING DETAILS j DRAWING FILE NAME FIGIRE:\.9.9.6.11aItN1 HanGan,with Thmaded Rrel F.xrend.d ro Pirw•,l'xrd in Cumbinarion for Ra•wr.im o(Rnnrh lme.. ROOFS,ETC. CONST ----- --- --- -------- - COMMENTS LONGITUDINAL BRACE TIGARD LOBBY FIRE.cad SEPAZ DOCUMENTS SUBSEQUENT SUBMITTAL 1 NOT - PR I SHOP DRAWINGS iPIANS _ I SCALE PROVIDED PROVIDED PERMIT Y LATERAL BRACE YES - j YES - YES - aa•D.B81,Op.0.51 AS NOTED * BRANCH LINE RESTRAINT (FIELD LOCATE) SHEET NUMBER MFP DESIGN LLC (0) 480-505-9271 7H IS D RAW RROMRGIOAN I FMFPDRSME"TOPgMAYNOTBerr EMAINa FP 0 . 0 . 1 REPRODUCED,ALTERED OR'COPIED IN WHOLE OR PART MFP 3356 E VALLEJO CT (F) 866-430-6107 WITYH`UNEDMLY9WR'TEENPINALP1ONOPMPP DESIGN,LLD DESIGN 1 nWYSEU OPYRIGHTDATHEDR101NALPURPOSE GILBERT AZ 85298 email: tmack@mfpdesign.com ALL RIGHTS RESERVED. INdCATEDABOVE,MFP DESIGN,LLC NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUNDTRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDEANYANDALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND ACOMPLETE, CODE COMPLIANT SYSTEM. '= Lu Q N cra � STANDPIPE IS A CLASS I MANUAL WET QD rn STANDPIPE DESIGNED TO PROVIDE 250 GPM to a m 100 PSI TO THE TOP TWO OUTLETS IN STAIR#2. AN ADDITIONAL 250 GPM IS a ADDED AT THE TOP OF STAIR#1. 3 STANDPIPE SUPPLY PRESSURE IS BASED ON 175 PSI AT 750 GPM AT THE FIRE DEPARTMENT CONNECTION INLET, REFER TO FP 0.0.1 FOR SYSTEM GENERAL NOTES. HYDRAULIC NODES SHOWN ON THIS PLAN (7 SHALL APPLY TO REVIEW OF STANDPIPE ? CALCULATIONS ONLY. Lu ro Lu F w z q J ULu � Z � w au � 01— � wUUli QUwwp: YZ � ~ 2 ~ jr U J\ a Lu of LL INSTALLER MAY USE SPRINKLERS OF 4" DOWN TO GARAGE LEVEL—� DIFFERENT MANUFACTURER THAN IN LEGEND PROVIDED ALL CRITERIA ARE IDENTICAL. m z z 0 w 144 z 135 g a Ix U w W O 134 141 W M ` r Q 4"STANDPIPE AT STAIR#2--�� i Zana a 4"STANDPIPE BULK MAIN AT LEVEL 01 ° DRAWN BY.TLM DATE: 3112/18 � 4"STANDPIPE ISOLATION VALVE PLOT DATE: 03112118 41 47 `— 4"POST INDICA VALVE-NORMALLY CLOSED 4 x U 21/2 x 21/2 x 21/2-FDC,Free Standing,Three-Way 4"CHECK VALVE - �7 > \ •,,,%,� ► 21 / \ 4"COMBINATION STANDPIPE AT STAIR#1 o�- w -- 4"STANDPIPE ISOLATION VALVE �^ Ot SYSTEM REQUIRES 171 PSI AT 750 GPM AT FIRE DEPARTMENT CONNECTION INLET W LLJ m N a - o z o = w : Z Ln Q _ W �- Z V) W lY LL CONTRACT NUMBER 18-071 DRAWING FILE NAME TIGARD STANDPIPE.cad STANDPIPE HYDRAULIC ISOMETRIC \� SCALE 0-118"= 1 Foot AS NOTED SHEET NUMBER MFP DESIGN, LLC (0) 480-505-9271TrH IS HEMOmNG15""I"STASME"T�SM�YNOTBEVICE.IT REMAINS FP 0 . 0 . 2 TME PEDPERTY LT MFP,OR C PI O.IT MAY NOT R MFP 3356 E VALLEJO CT EEPRODUCEO,ALTEES*RJTJPI EOM WHOLE OR PART (F) 866-430-6107 WITHOUT THE 0 ONLY F RTHE RIGINAL PLII OF 41PV DESIGN,LLC DESIGN RwYBEUSEDONLHTDAT I DICTEDABO POSE GILBERT, AZ 85298 email: tmack@mfpdesign.com A'LLRIGHOTS°RE EINEDD TEI"°"ATE°ABOVE."PFDEaIG"."` NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND ACOMPLETE, CODE COMPLIANT SYSTEM. 13 14 15 16 17 18 19 20 21 22 23 + W Off N �- V) co C111 pco c = ro c Q U Z G= P w � w LU WATIMP- GAR U; w ( # z w HEATER _---0_ __.__ -'Y_ _ 2 2 _U 8035 9 Mown 4 8080 - > U Lu w w ----- - a 13IRYER �' ® H Z O 1-- w \ � U N 6036 ', }�'� A E �P 41A LL ^\ -I I N ELEC O - -- -- - to 8016 STORAGE r'ZENG.OF ° ' e 36[--- INSTALLER MAY USE F STORAGE SPRINKLERS OF DIFFERENT eo3, + rx' r�' r• +ov, + MANUFACTURER 032 1 OPT I a-7K O � � R • ® 7 ONy THAN IN LEGEND EMPLOYEE V-6 6027 s ' , '� PROVIDED ALL RESTROOM o .3 EIIAL. IRE v L O O IDENTICAL. , I -0 JPL a m10Z R WM O O 903 — I - I d a J 1 ® 2.10 N E I - HEIGHT w VARIES o 1 -- SLOPE a�S4 , d EQUIP. SEE 8037 RUCTURAL G 1 2 +a r r n a u o a r N a DRAWN BY:TLM LINEN ® DRY MAINS TO SLOPE AT 1/4" DATE: 3112118 CHUTE PER 10' 8095 DRY LINES TO PLOT DATE: 03112118 ' I I SLOPE AT 1/2" al PER 10' s I v a 4 _ a' to tr•ms r. r•+ l ' 603 PARKIN� 606 608 GARAG , 44 Hydraulic Information 1Remote Area GARAGE r. r OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY(gpmltt') 0.15 for 1950ftt(Actual 2016ftt) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 2770@1 TOTAL HEADS FLOWING 22 EK-FACTOR 5.6 TOTAL WATER REQUIRED 661.29 TOTAL PRESSURE REQUIRED 08.8 ° 14 BASE of RISER(gpm) 411.29 - BASE of RISER(psi) 135.9 SAFETY MARGIN(psi) +15.8 (21.3X) F , 1 j2L % ® aW41% 4"STANDPIPE '* 0-1-2- 5' 10' STORAGE STAIR#2 T 2 a e T 1 N -f DRY SYS INSPECTOR'S TEST CONNECTION D 8081 711 1' 706 118" = 1'-0" ,�� ----- •6' 4"FROM ABOVE q ® 13 13 w - -- m �+ C Z � I 7s� S 753 3"GARAGE WET SYSTE 14 REDUCE114 71 HEIGHT C I81 ' I.LI 1 SEE STRUC RAL AND CI L $ � I I PROVIDE ON DRY RISER: ~ W N J a '/zhp RISER MOUNTED AIR COMPRESSOR W 770 16 1 AIR MAINTENANCE DEVICE 4"70 DRY SYSTEM (v 9 If IPRESSURE TYPE FLOW SWITCH J 1 „ LOW AIR PRESSURE ALARM O� Lu ` 16 16 Q O _ L/ ELEC. I BICYC 2"ANGLE VALVE O z g z 3"GLOBE UMC- r^ I 801 _ 17 601 11 l7 f i 4"GLOBE DRY PIPE VALVE STO f"'N u , W i 0� (� Y a 6055 b ^' -- Lu 4"GRV'D WFLY VALVE w/T.S. 18 , IL I - ) 816 1 CONTRACT NUMBER 8 18-071 -- _ 118 A �- 2" DRAIN DISCHARGE DRAWING FILE NAME I TIGARD GARAGE FIRE.cad HEIGHT VARIES �A GARAGE CONTROL ASSEMBLY SCALE __ _ _____ U OY:"= 1 Foot AS NOTED SLOPE SEE SHEETNU111BER 1 STRUCTURAL �,� FIRE SPRINKLER LAYOUT• GARAGE THIS DRAWING IS AN INSTRUMENT OF SERVICE.ITREMNNS 0-,16•• • 1 Foot MFP DESIGN LLC (0) 480-505-9271 THEPROMOMOFMFPDWIGN•LLG.RMAYNOTBE 1 P • " 1 REPRODUCED.ALTERED,OR COPIED IN WHOLE OR PMT P 3356 E VALLEJO CT (F) 866-430-6107 wRXWTTHED ONLY FOR THEERIGINA PUR OF MFP DESIGN,LLC D C c I n' UAY BE ED ONLY DAT INDICAINALPURPOSE L_ J 'V GILBERT, AZ 85298 email: tmack@mfpdesign.com I�RIGHTS ESE�DDATE INDICATED ABOVE,MFP DE8IGN,LIC NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. r � (2)2%"HOSE VALVE AT STAIR 1 ROOF-` r�, LW W 0: Q rTi = J /1 (EX)CIRCULATING 8"CITY MAIN CY o N O ON mono mmmmmmom a NOON No mmmomm No mommmormommums MMOUMMMEMM a AM OEM MME M ME MMMME No Mir EMMMMMME EMMMME No MMM now ME MMMEMMME I 3 �•`— 4"POST INDICATOR VALVE(NORMALLY CLOSED) ■ ' 1 � 2 3 4 5 6 7 8 9 10 11 12 1"DRAIN VALVE AND PLUG- ' 6-Pipe, DI Class 52 U LU r Z v VVV 4"GLOBE UMC ASSEMBL ' W - 0 z (�.r},7 Q W Z p F J Q 2"FLOOR SYSTEM DRAIN LIN �• , Z > U LLIW W [z Q 6-Valve,F-F Backflow(IN VAULT) ' V ~ a U v 1 of 0_ (N)HYDRANT u- r - I Class eo SPRIN _ �_ �_ e _n.T„-- _x 214,•o.4..2% FDC-,Free Standing,Three-WaY;7II ----__T __ _. _.-.. - _._ 5 RM INSTALLER MAY USE SPR 2%"GLOBE UMC ASSEMBLY—\� , 054 ; i MEETING g•-s'• g•-g• ,1 -- ---- ----- ---1 e, 1� MEETING oe DIFFERENT IS OF -- -- -_ 2-Three 45°Eltaw,D g._10.h. �. .4't ._ i. .-__ ----.I q r- q __._.. 01 MANUFACTURER 1 H FO-PE-N] m ora PROVIDED ALL 11/." FLOOR SYSTEM DRAIN LINE—/ "A M G. RM. M CH n - " - oR• CRITERIA ARE - POOL IT ES -t-- � ' � —--- E�Jllo �J E E x 70•0' IDENTICAL. X051 16 I v b15 7'-6 a 7'-6'/2 4 I ), r OPEN ((1 1 � s I I � �I 4 4 4"STANDPIP a _ O 1`93% 3'-10'h 4'8'h ? t m 4"FLEX COUPLING' I � � - -- g' 0• - _ 0 0. 2%"GLOBE UMC ASSEMBLY- , I • °1 a 4 a aP - -0 `l c ' h ® L. g.p• Psill, ' __ ", - ---- - 8 0" -�I O \ q- -0- \ �$ m rtA Abe Io I ' c to I] -- — -- LLL���� W i 11/"FLOOR SYSTEM DRAIN LINE—/ 10'-0" C T%1% � rb Z 2'/x"HOSE VALV1• ' .a'- � 4 I • Fe F2% � 2K 2% 2% 2% � 2%h CL � CL _ _1Z''{t .._...____ ._.. _1)1'0 ' 1-4 _. i7.1 C-11 •_% 11,41 . .r r• 4 :1'- % rS5 1'H 11'-7 f4% ! N' C'-$ iT 1'•1 •1C 64 .T -11 T. '-11 -7% -_053 �- - ' 71 � , � 9 � � PATIID 'I ' Y. � r an wo -- - - _ _ — S GE 4 b 8 6-0 4'1 �4ti4SS 4'1 1'h ! --- - — -- --- -- --i--- -- - - OP N OPE - w — KI I`_' VES1I I TAIR A STUDIO STUDIO 00# "= b b T 'f 7 E7 -Y -- - b 4-Ve10G-G BY m 110 m Zaaaaaa -- _ 180 10� 107 I - (h v 7 4 L1 0 1 1 1 1 �- 2" DRAIN RISER �'- 68Y4 68Y: 8'h 6854 DOUBLE D UBLE DOUBLE DRAWN BY:TLM 4 to LING KI QUEEN Q EN QUEEN Ll 0'-11 a Im KING R 9 Q DATE: 3112118 a • 4"COMBO STANDPIPE&2"DRAIN RISER 109 111 113 115 'to 117 119 r DOUBLE PLOT DATE: 03!12118 STAIR 1 STANDPIPE SECTION , RR 052 Q 121N B 0'/;'= 1 Foot �2 I c7 �-- 6-Pipe,DI Class 52 - - — — u Kms. H.5 ':�tlOrO�■F 1 �I I % (2)21/16'HOSE VALVES AT ROOF .+nF■ Iva• , .» u s u u , 1 TOPOFP{ATE , q-7 , EI 00u , i I \ \ 1 ® \ ' \ / a _ FLOOR A , / � 1 alp- 1. 1 1 I I r-J \ r-J FLEX COUPLING(TYP) r-r i2 T400FIL / \ ' — 6-Fire Hydrant,Two Outlet n LLJ 4"GRV'D CHECK VALVE r-J\ » r • _ = -� \ '' \ \ r 4"GLOBE UMC-\ Z I--' W J 2 � O r \ / r- \ / z G J _J \ / u Is SECOND FLOOR s I- < ' 2"MAIN DRAIN--\ zo } > �I• 8"z4"GRV'D REDUCE 4"TO FOC 0 r� EI Q 2%"HOSE VALVE 42' VE INTERMEDIATE LANDING Li / 5 W z ,_. fl 4"TO FDC V) 0'1'2' 5' 10' p / r-J MAIN CONTROL ASSEMBLY = W / r J m A - 0%"-1Foot r - s 1/8"= T-0" r J r_J CONTRACT NUMBER m I r-J LLl 18-071 F Laee7 FLOOR DRAWING FILE NAME '..:.a ■ - •L� TIGARD LOBBY FIRE.cad C STAIR 1 COMBINATION STANDPIPE SECTION SCALE 0'/."=1 Foot AS NOTED SHEET NUMBER FIRE SPRINKLER LAYOUT-LEVEL 01 PARTIAL _ /� o ,ra - , Foot MFP DESIGN LLC (0) 480-505-9271 r1EPRAWINGISANINSTRl1M ,LLC IbERYNOT8 E"M FP 1 1 REPRODUCED,ALTER DOOR COPT D NWHOLE OR PART �� 3356 E VALLEJO CT (F) 866-430-6107 WR"°"rT"E0ONLYFORTHE R"NAISs�NOFMFPDE9�"."° IN MAY BEUSEDONLYFORTHEOICATED PURPOSE D E S I G N email: tmack mf desi n.com ALLR*HTSRESE VED ATE INDICATED ABOVE,YFP DES GN,LLC GILBERT, AZ 85298 � p 9 NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. 12 13 14 15 16 17 18 19 2Q 21 22 23 i_ Lu co Q3 00 QD CD CSI 0 to �7 h x m ,L co Q s � i i I Lu A L _ Z Erw6en vl•n F1GE'RE6.6.5.12(e) Potifianingol sp"okln f"A""d Mom/run m Di.s,harge(SSU/SSPI. U 79REE on. too Positioning tVian and SImvkIrn u,Avoid Z Q � D6xfrurfiuna u,bi.u'hurge/Sranr6rd Sprue I/prighn W n Suriidari/Sprgr Pendent(SSUISSP)l W r W Z Q Marimum.11lorablr fli,funrr (1) } lNdenrefrmoSprinklers of llrJtrnnr.morNrmom --IZ O , MA ER foS de of(lhxfraebnn 1AI of Ilh,fn,rtiun H un.1 U ; W co ►i W 0 N M - 3 co rn yto O co tix Co 3 1 2 3 4 5 6 7 8 9 10 11 12 EE w F w ZQ w YWWo # Z � JozQ J � wrxU _ > Uww [-` V QZF- F � O � Q � a U � w Of LL LINEN INSTALLER MAY USE SPRINKLERS OF s�EEPINc DIFFERENT Eiiill MANUFACTURER SLEEPING I DOU E- DOU EI DOU DOUBL THAN IN LEGEND IKINGj KING KING QUI QUE QU QUEEM 7 PROVIDED ALL to b j 10 t CRITERIAARE - 210 1 212] 21 21 21 220 IDENTICAL. s4 _ _sem ♦-six- --'-� 1s sK♦ S s'�v. s4X� x �c KING T '19 KING W % W STUDIO -�W" 'I-� ISTUDIO; �_- _ STUDIO W STUDIO A A 200 m !202 —_ 2041 206 AQ n Ira is 4'�K 4 6 4' 6 4'r9 4'$X 4'�1' 1 1 Y. 1' 1 JF7 EaATMR0j'j 1 Y. i o ' --- '� ` W ��� a• - .2 p, / -_.-)--- 'gNTRg S 9 M -2 EN RY' ._A_.H__.�_ _ -- FR t _ O __— ,-W �I O O __ a �� rn X W O W W m a 4 " b O OoWe 1 21A • .-.. . . i ..--1---- dp �---._ ._0. 2Y.. _. -- -_-. _ ��- l� 2Ya. j-O_. _2 . _..�� —�-- I Y ya 2'h riS- -0" Y �� -ZYi -_.- 2. � 2'h �21N . . 2'h _ .2' � Mi d ti a• _73 a+/ ___ 1 --_ -_ 3'.9'h a�2LS a 1 Y. •-. 1 Y• I LI i -2 1 1 r e'-0 e'-0 �rg gW �Q � i4 �1 OPEN a' 9 •� W - " W - 4'-3'/a 4'.6 L7M X 4'�9'%a 4'� .. i D Lf .- ,KING '9 � � � 1 � (QUl�.'='. wAE ..._ ,/ 22- o i L_. STUDIO W ib STAT 205 ' b 1207 - 012 07 f N m e m / .° STUDIO; - 1C X X Z a a a a a 1 1 1 r S�'h�-+ 5�4P/, r 6'-6X S-eX b'a'ia S$X r-- CDOUBLE �DOUf3 E, DOUG E I DRAWN BY:TLM KKING 1 KI QUEEN QUEE QUEE x DATE: 3112118 ;i (if�� �:� Izi3] 215 Ila �, 219: is : PLOT DATE: 03/12118 LZ 4"COMBI i --- - 778 N ATION STANDPIPE i I i I Sprinkler Legend S mhol Manufacturer SIN Model Quantity K-Factor Type Sizal Response Finish Temperature Note • Globe GL5601 GL5601 63 5.6 Pendent 'h Quick White 2006F RECESSED Globe GL4910 GL RES PEND 146 4.9 Pendent '/. Fest White 175'F RECESSED Globe GL5615 GL5616 1 5.6 Upright h Oulck Brass 200'F Globe GL6601 GL5601 1 5.6 Pendent 54 Qufck Braes 200•F IN CHUTE Total 213 fi W �- LLJ M Q N ►_ Q N d �S = 7\ o w W Z Q z oo = g 0 Q Lr) _ Lu J LuZ �- w w lL Ire•' = 1'-0'. CONTRACT NUMBER Uj 18.071 DRAWING FILE NAME Z TIGARD 1-2 FIRE.cad SCALE AS NOTED SHEET NUMBER n, FIRE SPRINKLER LAYOUT-LEVEL 02 PARTIAL TTHIS RDRAWING IN vISAN INSTRIJMENTOFFSERVINoreeEMAI"5 �� � . -/ \J 0-118"= 1 Foot MFP DESIGN, LLC (0) 480-505-9271 REPRODUCED,ALTERED ORCOPIEDINWIIOLEORRART MFP3356 E VALLEJO CT (F) 866-430-6107 IT MAYBE EONLYFORTHE "PERALPUR °FMFP°E9b" "° DESIGN IT USED OPYRNGHTDRTHEDRIOINALPURP03E GILBERT, AZ 85298 email: tmack@mfpdesign.com ALL RIGHTS RESERVED.mTE IND CATEDABOVE,MCP DESIGN.LLC NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. 12 13 14 15 16 17 18 19 20 21 22 23 _ wa �- in 3 Do � a Go N 7 O 0 o Z aD � yQ } 6t! Z J U H � z Z Pw w cc � ,. LLI Z � 0 J Z >- ,r- _._ -__ ___--_-- ---_----___. -____-_ _ _.-.__ _.. LU (off ° ¢ wZO _ N � -- - �_ • - - wUUli T azF DOUF� DOUBLE :DO E J — x DOUB [DOUB - ~ w v a __ M ly QUEEN; QUE QUE QUE KINGS KING KING 218] 220 a 2 424 226 100 2 30 LL • 1 � ;jt � � � � � � a � n ' � ' F- INSTALLER MAY USE SPRINKLERS OF W W "L/If LE 1 DIFFERENT -- e,�,�• MANUFACTURER THAN IN LEGEND 43% 4.4 W-6 4•-3 4'-3X 4'� PROVIDED ALL ;,4, CRITERIA ARE F7 >77 c c IDENTICAL. o o " 0 CORRIDOR f - t a — UL - O - o- -- © a 0 297 ° ti �e= 0 o o $'.0X 7 1 2'/a % ��3 a ZVa 2 2% ! 21 2''� 2: % X `- �h e�-0-2X 2X " ZYi 2X 1X 4'-OV� -- - - K ❑ r L L_e _Y m 0 m r — - - 2 19 JfX r-16% - > iY O aP W eP / W C? 6 - - ----- H Ar (� 0 � - a -- z DOUG E' OOUB E DOUB E' -0f- 0 U QUEENiI i ! QUEE QUEE \ ---- _-- 225 (227�bo N Lu • • DOUBLE EN' 13 4X ?'-101/2 W o r] QUEEN iin - _ 22 (� I -- -- - IJ Oaaaaaa LI CHUTE' P6 - -- - 2- OM I OOM I - DATE: 3H 2718 295 KING t a W PLOT DATE: 03112/18 4 --T3% 4 x -- I � 3� VEND. II � W 293 \ S , 10 1Y• G rr. H 1 - � 6 0 0 KIN T3X A ' « 'Y• ' Sprinkler Legend h 20 0-+ S mbol Manufacturer SIN Model Quantic K-Factor Type Size Response Finish Temperature Note L-l� . 239 a C j Globe GL6601 GL5601 63 6.6 Pendent 'h Quick White 200•F RECESSED Globe GL4910 GL RES PEND 148 4.9 Pendent % Feat White 175•F RECESSED 2X ---- O I '. _ - Globe GL6615 GL5615 1 6.8 Upright X Quick Braga 200`F Globe GL5601 GL5801 1 5.6 Pendent 'h Quick Breen 200°F IN CHUTE Total 213 q ACCESSIBLEL KING Q j is DOUBLE QUEE W 0 14 SOFA 241 T ` - tY• I , s ly. I If c7 KING : 0 SOFA 24946 244 - -- --- - D STAIR#2 ' 0 LN EM n 1 TOR GE STAIR 1C2 ST QIPE - — 1X �� 6'0 I _ _ e - 413 5 1 8 284 -� I « 1Y t'h 1 KING STUDIO 54 1 KING �� • N 411 � w 7� 245 � - « W a � STUDI�' G 1 I!10 c. 421 1 246 to H LrJ M a S'-9% "3'-699 '$Xy 6'-9X N t- in i[� Q CD N • x W 0 695 0'1'2' 5' 10' " �j - - - 700 ------- -- B — 1/B" = r o" Hydraulic Information -0 _ Q 0 Remote Area LEVEL 02 i OCCUPANCY CLASSIFICATION Light Hazard LL 1DENSITY(gpm/tI 0.10 for 9fN(Actual 587f') q 702 Lo F- W TOTAL HOSE STREAMS 100.00 9 ?A O1 \"J J TOTAL HEADS FLOWING 8 p Z TO H 704 5 (\ -- K-FACTOR 4.8 1 • - 1 1 G Z 1 . D_ TOTAL WATER REQUIRED 290.53 GI 3' ah3' W414 to x TOTAL PRESSURE REQUIRED 62.9 NG .a_ 446 440 KING 448 Q W BASE of RISER(gpm) 130.59UDIO __ V-= STUDIO' J.• 1� 00 4631 m BABE of RISER(psi) 46.6 - ILII CONTRACT NUMBER SAFETY MARGIN (Psi) +12.8 (16.8°6) 247! I - J tY • V. 1Y• 7Y. 18-D71 - _- - 466 - p x DRAWING FILE NAME 711 TIGARD L2 FIRE.cad SCALE AS NOTED SHEET NUMBER (•, FIRE SPRINKLER LAYOUT-LEVEL 02 PARTIAL THEDRAWINGISANFPDESIMENUC.ITMYIN0nEEMA1Ns P 1 • 2 0-178••• 1 Foot MFP DESIGN LLC (0) 480-505-9271 L � REPRO�ED,ALTERED ORICOPIED INWHOLE OR PART MFP 3356 E VALLEJO CT (F) 866-430-6107 WITNOUTT"EEXMESS DONLYFORTHEENPERMISSIONOPMPPDESG" "° IT MAYBE USED ONLY FOR THE DICATEDL S R POSE INTENDED.COPYRIGHT DATE INDICATED ABOVE,NFP DESIGN.LLC E S i G N GILBERT, AZ 85298 email: tmack@mfpdesign.com ALL RIGHTS RESERVED. NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. CID m V W N 0! QQ} Iq A OD SJ M F Q In ccCNI W fn = to o S co rD � yQ } 1 2 3 4 5 6 7 8 9 10 11 12 E WID U z tg` n > t9 } d J z Y W W # Z W J Q ~ I � J LU BUJ ZQ Z J 0:z V ~ a u y\ Q _L LL LINEN — STORAGE / INSTALLER MAY USE — -- 3s2 SPRINKLERS OF DIFFERENT MANUFACTURER — / THAN IN LEGEND PROVIDED ALL I IDENTICAL.IRE 5, K MG STUDIO � � GUEST ROOMC G/; I STU / D PLANS FOR CLG. 1►%Q ' I THIS AREA ATCHE 302 r " ' 1 �' 81 _�^ Y. C►) --- 4'3'/s 4'$ ' �'��4'-31/. 4'-6 i z O I �T > Qz ._ .. —�. T I -T � �" - T n . - T_ j 2'h 2X -- 2% 2% 2Y: 11'-9 2G - ._ -._ �_.. 12's 21A 23L 2'%a -1--2'h I 234 2'h 2% - 2% Y.., 255 4 zG 2i rh 4 SYx _74 _ 3'�l / � OPEN - :- -0 lr72 0pQ � 2 a �i� ,KING a 'KING / JQ * / Q STUDIO' ' .S*UDIO z r m e n m 1 30,� % 303 ou , ' 6'sv� jY2 / '_s��/// / / , / / i DOU / DRAWN BY:TLM QUEEN ' IOU / 380 / EE DATE: 3112118 PLOT DATE: 03112118 IF 1, 9UEE 789 2"GRAIN RISER / // 4"COMBINATION STANDPIPE 780 / 811 � i i Sprinkler Legend S mbol Manufacturer SIN Model Quantic K-Factor Type Size Response Finish Temperature Note Globe GL4910 GL RES PEND 167 4.9 Pendent % Fast White 175°F RECESSED • Globe GL5601 CL5601 45 5.6 Pendent Y. Quick White 200°F RECESSED Globe GL6601 GL6601 1 5.6 Pendent % Quick Brass 200°F IN CHUTE Globe GL5615 GL5615 1 5.6 Upright h Quick Braes 200'F Total=214 t� w N Q N - a _ "' LL a O I� J J Z = W z 0 r J z � � o � Lr) v - -1 z 0-1-2- 5' 10' < N W 0_ LL 1/8"= V-0" CONTRACT NUMBER LLJ 18-071 DRAWING FILE NAME z TIGARD L3 FIRE.cad SCALE AS NOTED SHEET NUMBER OT BE 1 FIRE SPRINKLER LAYOUT-LEVEL 03 PARTIAL THGHE R° AWING IS MINSTRUCEFP W OFSE WCY E.rrREMANS F P .3 . 3 • 1 9-„9"• , Faot MFP DESIGN, LLC (0) 480-505-9271 REPRODUCED,ALTERED,CR COPIED IN WHOLE OR PART MFP 3356 E VALLEJO CT (F) 866-430-6107 WMA«BTT”EE"PRYFWTTTOIGINALPUNOPNFP°E9'�" "° IN MAY REUSED RIGH FORTEEDPCRPOSE D E S I G N email: tmack mf desi n.com ALLRIGHTS�ERVED.°ATE INDICATEDABOVE,NFP DESIGN,LLC G I L BE RT, AZ 85298 � p 9 NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND ACOM PLETE, CODE COMPLIANT SYSTEM. 12 13 14 15 16 17 18 19 20 21 22 23UjLu Cn C4 y v~i 3 tom J pj H Q � aD (D rn to C> m to Q W Z J U I_ f �� ;'�'%_.— _ -__-_--- -. ----- -_._-_ ----. -- --------- --__--- `_---_. ------ -- -_- .� P SYQ W JzLu re z 40 o WW W V V Z G W _ z ~ I u- O / _ ------ ---- - --- \ a L I LL INSTALLER MAY USE SPRINKLERS OF zzzzz MANUFACTURER / I DIFFERENT a THAN IN LEGEND a'_a/, 4%6PROVIDED ALL CRITERIA ARE i IDENTICAL. I - ^ I 11: T , a2'G 2'/a 21G 2'G -- 2'/2 2'G 2'G2'G 2'G 2Y: • I i '_ 4'- ' —..T—.._:_.- 1011'/ _. 'i _ .� - _--_---._-.. _-...._ Z Y W � Z_ e a EL aP, LBBB 1+b O ESTRO CLG. �' I � � ' ° _ DOUB� R/01/, � wPLANS FO LGINpO 'GIUEEM sz 313 / � a� m DOUBLE° DOUIR-E� _ V QUEEN_ QUEEYN j ' - -- 4'-5'/: . Y �,� W 321 o Z a n a c a m LINEN HUTE 49 _ FEE _ H DRAWN BY TLM ROOM ice : % / / KIN DATE: 3112118 395 - — �q �� PLOT DATE: 03112118 VEND. 4'-5' Tay, 393 s4v / --- — --- ' Sprinkler Legend q. r S mbol Manufacturer SIN Model QuanU K-Factor T e Size Res nse iFinish Tem erature Note loGlobe GL4910 GL RES PEND 167 4.9 Pendent 'h Feet White 175°F RECESSED — ACCESS�I�L / � ' ' t♦ Globe GL6601 GL5601 45 5.6 Pendent 'A Quick White 200°F RECESSED DOUBLEQU£E Globe GL5601 GL5601 1 5.6 Pendent h IQuick Brass 200°F IN CHUTE �Q / / Globe GL6615 GL5615 1 5.6 Upright 'h Quick Brass 200°F 441 , T� 1 / I`r Total 214 10'-0 6'- . N4 5"/. 7'3Y2 iv. 1'/. v. REFER TO ENLARG 8 6UESTROOM CLG. FOR .1 1_ 1G �THISAREA(HATCH i / ACCESSIBLE iNG 5'-0i'/: 6'3'/2 4'-5% 7 $'/n j b `4 443: LINEN STAIR#2 FO—PE-N-1 STORAGE j 381 STAIR#2 STANDPIPE S'S 8' --- �--- - - 413 -- �KING � A �� i 1 STUDIO, 411 64 IW, W J 421 / ~ m N a D �� � 426 tXJ 2 0 L _ J UJ sssLU -7 0'1'2' 5' 10' - ---- t, % % , Z J 1/8"= 1'-0' z � � o Hydraulic Information / - 1 '' os z LIJRemote Area LEVEL 03 w OCCUPANCY CLASSIFICATION Light Hazard DENSITY(gpmlft2) 0.10 for art°(Actual 597ft2) ' ' 707 C"' z z TOTAL HOSE STREAMS 100.00 I— Ft TOTAL HEADS FLOWING 8 _ K-FACTOR 4.9Y ' w ` TOTAL WATER REQUIRED 230.53 i 440 4� �_ S TOTAL PRESSURE REQUIRED 97.4 LL BASE of RISER(gpm) 130.53 BASE of RISER(psi) 47.1 1M 709 CONTRACT NUMBER SAFETY MARGIN (psi) +8.4(11.0X) // / / / i w4 4•.T "i 18-071 J 455 - p r'1 DRAWING FILE NAME 711 TIGARD L3 FIRE.cad SCALE AS NOTED SHEET NUMBER FIRE SPRINKLER LAYOUT• LEVEL 03 PARTIAL THIS DRAWING ISM INSTRUMENT OF SERVICE.IT REMAINS K -/ 0-116"• 1Foot MFP DESIGN, LLC (0) 480-505-9271 REPRODUCED,ALTERED,OR COPIED IN WHOLE OR PART �•/ • L THE PROPERTYOF MFP DESIGNL , LC ITMAYNOTBE • M�p 3356 E VALLEJO CT (F) 866-430-6107 7MAYBEUEDONLYFORTHEERIGINA PURPOSE OF NFPDESRi","° IN MAY BE USED ONLY FORTHEDICATED PURDOSE D E S I G N email: tmack mf desi n.com ALL RIGHTS�ERVED.RIGHT��INdCATEDABO E,NFP DESIGN,LLC GILBERT, AZ 85298 � p 9 NOTE! USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. W C) N #1 C Q IV)W H CD {j C" W 1. N 7 0 V) O ro o = CIDQ 3 1 2 3 4 5 6 7 8 9 10 11 12 O DO Lu U > WO # � jOzQ Z >LU ,j L) U Q of LL INSTALLER MAY USE SPRINKLERS OF DIFFERENT • MANUFACTURER Doi UI� DO?:+.... \ / THAN IN LEGEND KING I KING I KING QU N QUEM QUEIA QUt 408 I 410 I I 414 W 416 ja 418 -a 420 - CRITERIA ARE j I j IDENTICAL. KOGS'$'/e S'dh I S LINEN S�'h 5 S-6'h I i I 0 STUDIO STUDIO ST R, STUDIO STUD aP 400 - / -1402 92 404 406 b w w I �. - s w w I w w� i w� •.p•• w�Q w�Q � N 1 I 1 1 m �I 1 O1 . 4'3'h 4'4 I .4 R3' 4'3'h 4'3 ♦ Z s I 1—I_1 �L_ X i Y z - — > 411'- a M1Pr W a W W ib 3e 5e eo OWc 7 s-' F8;4" " -s- : r 8 8'A' 6- t4 `° a-o• Ffl o ' ' Ow - -- • 1 , -- In ' __-• /� I •------ - �- I Y. • L--� -- r!, 1 1 L� 1 1 - ' _.-�- -_.1... �7 --j � / ILI' N W v - - will -1 W.0 ir.0 r2 ,1 --, -- 4'-3Y, q 4Q� ) 4'J66 t/41Q'h 4'3'h 4'3 R - O � Z < �� � KIp� 1 1 1 KING L4 K G 1 1 1 4tIN41 1 p ST w �' • S3�h DIO STA( #i ST '/' s �' �$Y' � f UDIO I DOUBI:E DOLE DO LE DRAWN BY:TLM 401 403 480 4�0 KI ING KIN QUEEIJ,, Q4&N QU FxN 409 411 I 413 DATE: 3112118 415 -;w 417- 419-L be PLOT DATE: 03/12118 __ _. __.__ DO BL 812 2"DRAIN RISER QU -- 4"COMBINATION STANDPIPE 421 Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Globe GL4910 GL RES PEND 167 4.9 Pendent % Feet White 1750F RECESSED .Globe GL5601 GL5601 46 6.6 Pendent 1/2 Quick White 200•F RECESSED (Globe 61-5615 GL5615 19 5.8 Upright Ya Quick Braes 200°F Globe GL6601 GL5601 1 6.6 Pendent 'h Quick Brass 200-F IN CHUTE O Globe 01-5808 IC 12 5.6 Upright 'h Quick Brave 200•F Total=245 L LJ LLJ M a > N N 4 J W z Q z � o LQ = g n W � U Y z a 0'1'2' 5' 10' N UJI D_ U- 1/8" i1/8"= T-0" CONTRACT NUMBER LU 18-071 DRAWING FILE NAME Z TIGARD L4 FIRE.cad SCALE AS NOTED SHEET NUMBER �� FIRE SPRINKLER LAYOUT- LEVEL 04 PARTIAL THIS DRAWING ISAN INSTRUMENTOFSI IOE.ITREMAINS �1 0-118" = 1Foot MFP DESIGN, LLC (0) 480-505-9271 REPRODUCED,ALTERED,OR COPIED IN WHOLE OR PART THE PROPERTY OF MFP DESIGN,LLO.IT MAY NOT BE MFP3356 E VALLEJO CT (F) 866-430-6107 WR"°"rT"EDONLYF FOR THE RIGINASS'RNOPMFPDESG","° DESIGN INTENDED EUSEDONLVFDRTHEDRATEDAB VEOSE GILBERT, AZ 85298 email: tmack@mfpdesign.com ALL RIGHTS RESERVED. IND CATEDASOVE,MFF DESIGN,LLC NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS, FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. 12 13 14 15 16 17 18 19 29 21 22 23 1; Lu go c3 00 C4D1 co Q to j A N m � 3 _ Sprinkler Legend Symbol Manufacturer SIN Model Quantic K-Factor Type Size Response Finish Temperature Note LLL _ Globe GL4910 GL RES PEND 167 4.9 Pendent % Fast White 175°F RECESSED Z • Globe GL5601 GL5601 46 5.8 Pendent % Quick White 200°F RECESSED J Globe GL5615 GL5615 - 195.6 Upright % QWck Brass 200°F _ Globe GL6601 GL5601 1 5.6 Pendent 'A Quick Brass 200°F IN CHUTE V O Globe GL6608 — IC 12 5.6 Upright % QWok _ Braee 200°F O I- Total=245. - -- - — ZZ5... UJI Lu cc WW 7 U W LU 0 W 12 DQ q42, B D9H•ILE— B 16 17 18 19 2Q zUj QUE � I QUE I EN QUEE0 QUEEN I KING I KING KING M Cr 418 I 420 I I 424 1; 1 426 I 428 1 430 432 ,p I� W Q I ep �jep I I �I,p I INSTALLER MAY USE — i -- 1 i_ – s I w,9t –_ w w _ SPRINKLERS OF —_� r i `- Lr- DIFFERENT I z NOTE: IF GENERAL CONTRACTOR FILLS TRUSS SPACE MANUFACTURER — i �� I� ' • � `- 1 �� 1 WITH INSULATION, GLOBE IC (GL5608) SPRINKLERS THAN IN LEGEND 1 II 11 I I I t 1 1 I 1 1 1 1 1 CAN BE ELIMINATED. PROVIDED ALL r�(J I)(-1 I a's% 4 e Ii 4B 4s Ii 4•sv, 4'� CRITERIAARE ILI _ IDENTICAL. Ld I Is lob ® .- m w 87-0" in � 8•-0- �1 °i -_- --- __ - - DRY SYSTEM I.T.C. 2 Jll 2 2 r R' 19' P a °P aP aP �' °P a 489 I � K w ,T-0 b r B 372 - r io a rO o ro m 1 1 1 1 O N 8 2 8 � ,p KING Hydraulic Information a Z I L ' i4• _ • r�-� 434 Remote Area PENTHOUSE 2 LO Y 4� ' 1 4' ' T334 OCCUPANCY CLASSIFICATION Ordinary Group 1 19'4 a w )L 1 LI DENSITY(gpm/ft') 0.15 for 1960(t'(Actual 2041ft2) tt a r 5 50 m Z NG - I+ TOTAL HOSE STREAMS 250.00 N O_ °P °P °P .. W es i 1Y. w w 6 e + a e ST O g - DRY CAPACITY 72ga1 51 675 1 T- TOTAL HEADS FLOWING 18 v OC DO LE DOUG E I DOUBLE �/ ---- -- ---- K-FACTOR 5.6 C14 2 9Q 1 TOTAL WATER REQUIRED 558.38 w 13.4 w p QU F�,N QUEE I QUEEN -0 TOTAL PRESSURE REQUIRED 69.1 d� ,r4k ,'.e 789 880 a a 425 � S � � ` I 1 427 a r rl BASE of RISER(gpm) 308.38 3 DOUBLi % ----�--- - BASE of RISER(psi) 38.8 tTd $ v 3 \QU IN 4q3 EEIUBL V O 3 7� a4,I— T.9'h ♦4318 G SAFETY MARGIN(psi) +5.8(7.4%) _��661 Q r.,, \/ 8117 8`ta 0.25 ( 882 I O 913 - I 4 _ - y^ 57 ` 87 I Z < 11<1a 3-Valve,G= PI I"I _ - - - - - - 7 DRAWN BY:TLM 3-Valve,G-G Butte fp PROVIDE ON DRY PIPE VEN 1b 1 I M DATE: 3112118 VALVE: 493 �Ci , KINGDRY MAINS TO N158 58 � 438 SLOPE AT 1/4" RISER MOUNTED AIR - — wLO 1 PER 10' w PLOT DATE: 03!12!18 COMPRESSOR a , CC LINEN CHUTE 4' T3v, N AIR MAINTENANCE DEVICE @ I DRY LINES TO I o Slie z 11/4" DRAIN ROOM SLOPE AT 1l2' PRESSURE TYPE FLOW495 PER 10' SWITCH �3 3 59 5 e„ I— LOWAIRALARMSWITCH 1Y. 1Y. Ir-9 3-Pipe,Schedule 10(DRY FROM BELOW) a 4$ x PENTHOUSE FIRE SPRINKLER LAYOUT KING 1 v 2 8'-0" G Inj 1 STUDIO T3'h ,r_J 4• 7%3% KING CO) 440 v �I 2 F ACCESSIBLE • 0) L_ KING DOUBLE QUEEN I SOFA 1 m \'I 'A r:5% I17 t. I R�FER TO ENLARGED 0 51-0 T GOESTROOM CLG. 1 7 tY. / T IS AREA(HATCHED) 5'-S 8.3 L � 1 _ 1 4' T3K KING t V-3Y: KING W o SOFA I v ~ l 444 IT 8-0" I � L-_ J xLINEN STAIR#2 BOS ~ k STORAGE 1 r- N -- 4 481 5.$ --8'� _.� i v, 8' --�) STAIR#2 STANDPIPE _ - 413 C KING 411 54 ' KIN STUDIO =7 - a 7 I 446 - eP 1 - - _ LLJ (Y) J 421 N 1 > rqw-ev. III H 1 I I x Q N d ONI =m 426 T o J I W I 695Hydraulic Information z 0� 0 w J 0-1-2- S' 10' � I _ I Remote Area LEVEL 04 4 g•.p• I OCCUPANCY CLASSIFICATION Light Hazard + ---------- U -__ I DENSITY(gpmlft') 0.10 for 811'(Actual 597ft') 7 O O 1/8"= 1'-0" I -J I TOTAL HOSE STREAMS 100.00 I 1 I TOTAL HEADS FLOWING 8 Q 4 Z LLJ I • I 702 K-FACTOR 4.9 I� _y I TOTAL WATER REQUIRED 232.15 U J Q I 707 r Fq 704 I TOTAL PRESSURE REQUIRED 68.0 Z Z fp in BASE of RISER(gpm) 132.15 f... Fr Q N 1 w 1 1 w 1 I BASE of RISER(psi) 45.0 W x KING �"� N "5 KIN �8 SAFETY MARGIN (psi) +g-7(8.8%) w —-- - 440 I a STUDIO I STU LL i463 448 I I 1Y 1 -y.��1Y. 1% 709 I CONTRACT NUMBER 4•.7'/' I 18-071 455 J DRAWING FILE NAME 711 TIGARD L4 FIRE.cad SCALE AS NOTED SHEET NLTMBER 0 I � FIRE SPRINKLER LAYOUT-LEVEL 04 PARTIAL j THEPROPERTYOFMFPCESIDN,LLD.ITMAYNOTBE FP .4. otr6"= 1Foot MFP DESIGN LLC (0) 480-505-9271 TMPRODUCD,16 DRAWING SANTED,ORMEN DINWH�EORPART 1 REPRODUCED,ALTERED, RI COPIED IN ISS014 OF OR PART 3356 E VALLEJO CT (F) 866-430-6107 W'TM°"T'"EDONLYs IRTHE WRITTEN POSE DEBD","` IN WY BEUSEDONLY FORTHEOCATEC) PURPOSE D E S I G N GILBERT, AZ 85298 email: tmack@mfpdesign.com Dmfpdesign.com AL a�°B�ERV p��'NDDATEDABOVE,aPPDESG"."` NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND ACOMPLETE, CODE COMPLIANT SYSTEM.