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Plans (11) FPS2014 00016 REC rMIJID CONTACT GENERALJAN 3 ° 2014 INFORMATION UNDERGROUND QZJ VAR ISI N DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. INSTALLATION AND MATERIAL TO BE PER NEPA 24, PROVIDED BY THE FOLLOWING CONTACTS: PIPING UNDER FOOTINGS TO BE DUCTILE IRON. FIRE SPRINKLER REVIEWING AUTHORITY: 2. PIPING AND ATTACHED APPURTENANCES SUBJECTED KAREN MOHLING, DEPUTY FIRE MARSHAL TO SYSTEM WORKING PRESSURE SHALL BE (503) 259-1512 HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, CROSS CONNECTION CONTROL AUTHORITY: WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT TINA ALEXANDER, TUALATIN VALLEY WATER DISTRICT PRESSURE WITHOUT LOSS FOR TWO HOURS. (503) 848-3026 3. UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS THE OF THE CONTRACTOR TO WATER SUPPLY ENSURE THATIBILITY FLUSHING OF THE UNDERGROUND PIPING HAS OCCURRED PRIOR TO CONNECTION. INFORMATION 4. PROVIDE CONCRETE THRUST BLOCKING AND THRUST TEST STATIC AT SRC: 120.0 PSI RODS AS REQUIRED BY NFPA 24. TESL' RESIDUAL AT SRC: 96.0 PSI AT 2564 GPM 5. UNDERGROUND PIPING MUST BE INSTALLED BY A PIPE TABLF (WET) PIPE TABLE (UNDERGROUN.)) CONTRACTOR LICENSED, WITH THE AUTHORITY INFORMATION DERIVED FROM A WATER REPORT HAVING JURISDICTION. ALL TESTING MUST BE NOMINAL INSIDENOMINAL INSIDE SUPPLIED BY PACLAND DURING A FLOW TEST VISIT COMPLETED IN ACCORDANCE WITH NFI'A 13, NEPA PRODUCT PIPE SIZE DIAMETER PRODUCT PIPE SIZE DI,IMETER ON 12/21/11. THE TEST WAS CONDUCTED AT 24, AND NFPA 25. ALL COMPLETED REPORTS MUST 11:00 A.M., PST AND WITNESSED BY HERB OHLER, BE SUBMITTED TO THE AUTHORITY HAVING DYNA-F 203 DI w28 TVWD CONSTRUCTION INSPECTOR. JURISDICTION, AND STORED ON SITE FOR DYNA-FLOW 14" 1.728 DI 8' 1..39 FLOW TEST ELEVATION: 196.0 FT AMSL PRESENTATION DURING SITE OBSERVATION. DYNA-FLOW 2 " 2.703 DI V40 BUILDING PAD ELEVATION: 180.0 FT AMSL FIRE DEPARTMENT DYNA-F 314 DI 12" 12.46 THE WATER SUPPLY IS MODIFIED BY THE DYNA-F .310 DI _6.53 FOLLOWING: CONNECTION NOTES -� DYNA-TH .080 DI .8.61 + 6.9 PSI DUE TO ELEVATION DIFFERENCE 1 THE FIRE DEPARTMENT CONNECTION SHALL BE DYNA-T 1.408 DI 0.69 BETWEEN TEST AND BUILDING LOCATED WHERE SHOWN ON THE FIRE PROTECTION DYNA-T 1.639 DI :'4.85 DESIGN STATIC AT SRC: 126.9 PSI DRAWINGS IN AN ACCESSIBLE LOCATION. RETAIL BUILDING 1 FIRESTOP COMPANY POIN`f OF CONNECTION DYNA-TH .104 PVC x.09 DESIGN RESIDUAL AT SRC: 102.9 PSI AT 2564 GPM TO BE FULLY SPRINKLED AS PER @ 1 FOOT ABOVE FINISHED FLOUR (TYP) S'�V©�� _ ` SCHEDUL .682 PVC 7,98 2. THE FIRE INSTALLED DEPARTMENT AT A MINIMUM OFEI8"OANDHALL BE MAXIMUM AND ALL STATE AND TMl(�T� 3.0 PSI STATIC AND 5.0 PSI RESIDUAL PRESSURE NFPA 13, 2010, ` -� SCHEDUL .157 PVC 79 LOSSES DUE TO 8 WILKINS 350ADA BACKFLOW OF 42" ABOVE THE SURROUNDING GRADE. LOCAL CODES AND ORDINANCES .. PREVENTER ARE NOT INCLUDED. THE ADDITIONAL 3 THE FIRE DEPARTMENT CONNECTION SHALL MINIMALLY �, SCHEDUL 2.635 PVC 'IE.65 '��, RETAIL BUILDING 2 5.0 PSI SAFETY FACTOR REQUIRED IS ALSO NOT 8 IN DI 74 FT �`-�_ SCHEDUL .260 PVC =x.53 INCLUDED. CONSIST OF FOUR 2 1/2" INLETS WITH NATIONAL APPROX. 12,022 SO. FT. TO BE FULLY SPRINKLED AS PER "� STANDARD THREADS. --'" NFPA 13, 2010, AND ALL STATE AND SCHEDUL 4.260 PVC 1[%20 8 /N DI 112 FT-� t LOCAL CODES AND ORDINANCES �'�� _ SCHEDUL 357 PVC 1_ .06 4. THE SUPPLY LINE FROM THE FIRE DEPARTMENT =~ APPLICABLE CODES CONNECTION TO THE RISER MANIFOLD SHALL BE A j ( SCHEDUL .249 PVC ?•76 MINIMUM OF 6" DIA PIPE. C� APPROX. 12,022 SQ. FT. 8 /N D/ 19 FT--., I SCHEDULE 40 1" 1.049 8 IN D/ 120 FTNFPA STANDARDS EDITION 5. PROVIDE A FIRE HYDRANT WITHIN 100'-0" OF THE i 8 IN DI 12 FT - - �_ �.--BACKFLOW PREVENTER SCHEDUL 1.380 NFPA 13 2010 FIRE DEPARTMENT CONNECTION. &RETAIL 1 M �� BIN Dl 5 FT SCHEDUL 1.510 6. PROVIDE AN ELECTRIC BELL ON EXTERIOR WALL BOR f / SCHEDUL 2.067 ABOVE THE FIRE DEPARTMENT CONNECTION THIS O IRETAIL 2PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. DEVICE SHALL ACTIVATE ON WATERLOW ONLY. I / REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. GENERAL, NOTES. 7. PROVIDE SIGNAGE AT FIRE DEPARTMENT CONNECTION (�-8 /N D/ 310 FT AS REQUIRED BY NFPA 13. � - PIPE DIMENSION TABLE- QiALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND I6 /N LINE TO COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. RFMO TE FDCQALL PAINTING OF FIRE PROTECTION PIPING AND RELATED EARTHQUAKE BRACING FIRE DEPARTMENT CO ECTION FIRE DEPARTMENT CONNECTION -~ IN DI 56 FT COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. 6 IN LINE TO I QALL INSULATING OF FIRE PROTECTION PIPING AND RELATED REMOTE FDC I x COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. EARTHQUAKE BRACING REQUIRED ON SPRINKLER VICINITY MA? ®SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. PIPING BY BUILDING CODE. CONTRACTOR TO w E OEARTHQUAKE AND SWAY BRACING TO BE AS PER NFPA 13. VERIFY EARTHQUAKE BRACING INSTALLATION PROJECT NTS MEETS NFPA 13-2010 INCLUDING FOR SWAY BRACING LOADS AND CONFIGURATIONS, SEE SWAY , S BRACING CALCULATIONS ATTACHED TO HYDRAULIC CALCULATIONS MANUFACTURERS RECOMMENDATIONS. LOCATION AND SWAY BRACING DETAILS ON FlRE SPRINKLER DRAWINGS. ADDITIONAL BRACING MAY BE REQUIRED DUE TO FIELD ADJUSTMENTS, VARYING BRACING ANGLES, WELDING TO BE DONE BY A CER11FIE WELDER IN A DISTANCES TO JOISTS, AUTHORITIES HAVING ©ALL N D #I ' FABRICATION SHOP PER NFPA STANDARDS. JURISDICTION, ETC. 8 /N Dl 144 FT allkst_ SW Pfaffle t SUBWAY100 Q7 SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED PER NFPA 13 5 ��^� f riyd BO/Y' STANDARDS AND LOCAL REQUIREMENTS. U4 - 8 /N DI 340 FT--- U3 � 1f A�•,l° �►I l 11 .' �iaa Catw� ®UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- SHEET INDEX ��- `f1 Regal Tigar3 V STATICALLY TESTED AT 200 PSI FOR 2 HOURS. / - - '`"' QALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE �yQ.af REQUIREMENTS OF NFPA 13 TABLE 6.4.1. Ir "', @ ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 FP1 FIRE SITE UTILITY PLAN AND DETAILS 8 IN DI 57 FT STANDARDS AND LOCAL REQUIREMENTS. FP2 OUTLOT RETAIL BUILDING 1 PLAN AND DETAILS 11 SPARE SPRINKLER CABINET AND WRENCH TO BE PER NFPA 13. 12 DOMESTIC MATERIAL NOT REQUIRED. FP3 OUTLOT RETAIL BUILDING 2 PLAN AND DETAILS 8 IN Dl 1220 FT _ �� J sw Clinton St-- 13 SPRINKLER HEADS ARE CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 14 ELEVATION OF PIPE SHOWN [+0-0] IS FROM ABOVE FINISHED FLOOR �' sw0a most 5t --- -------= FLOOR AND ELEVATIONS SHOWN [#0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. ` 15 PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 6tn ` AND / OR ASTM A795. 217j? 2-1/2" AND LARGER MAIN PIPING: DYNA FLOW - t GROOVED ENDS WITH WELDED OUTLETS. ` I 1-1/2" AND LARGER BRANCH LINE PIPING: GRID BRANCH LINES 8 /N D/ 425 FT DYNA FLOW - GROOVED ENDS WITH WELDED OUTLETS. He -SW m'°Sp.WaY _ BRANCH LINE PIPING, ARMOVERS, DROPS AND SPRIGS: _._.: eann9� SCH. 40 - THREADED ENDS WITH THREADED OR WELDED OUTLETS. 5W Beveland Rd�- 4I� r tii a PROVIDE FLANGEC:Y- WALL TYP CONNECTION AT BUILDING SIDE OF RISER FINISHED GRADE TYP Iz PROVIDE MINIMUM OF 2" DIP, TAR AND WRAP,� ,•: CLEARANCE ON ALL SIDES _ PER NFPA 24 TYP AROUND UNDERGROUND c° q" ENTRY PIPE. OPTIONAL PIPE • •: TIE RODS SLEEVE SHALL BE A MINIMUM PER NFPA 24 ANY FIRE SPRINKLER SYSTEM UNDERGROUND SITE MAIN, FIRE PUMP SUPPLY 2 NOMINAL PIPE SIZES .• CIPS GASKETED DISCHARGE PIPING ARGE AND FIRE DEPARTMENT LARGER THAN UNDERGROUND :4 COUPLING FOR �I ENTRY PIPE. ALLOW FOR CONNECTION TO PVC CONNECTION PIPING) THAT IS INSTALLED BY G� U INSTALLATION OF TIE RODS ? OR DUCTILE IRON PIPE ANY CONTRACTOR (PARTICULARLY SITE, 1 / WITHIN CLEARANCE AREA. PLUMBING OR FIRE SPRINKLER) THAT STUBS U2 FILL GAP WITH MASTIC b RESTRAIN UNDERGROUND UP INSIDE OR OUTSIDE A BUILDING OR FIRE r. PIPE TO RISER WITH TIE PUMP ROOM, ESPECIALLY THROUGH A AMES IN-BUILDING RISER RODS PER NFPA 24 CONCRETE SLAB SHALL HAVE THE FINAL \J SHALL BE INSTALLED PER POINT OF CONNECTION FLANGE INSTALLED MANUFACTURER'S REQUIREMENTS TO FIRE LINE. REF WITH THE "2 - HOLE METHOD". THIS FLANGE CITY OF TIGARD 8 /N Dl 155 FT CIVIL PLANS FOR SHALL BE INSTALLED ABOVE THE FINISH ApprovedGl. 2.S.. ... . .... .....[ CONTINUATION TYP i THRUST BLOCK PER NFPA 24 OPTION B Conditionally Approved TO UNDISTURBED SOIL TYP GRADE / FLOOR IN EACH CASE SO THE BOLT y pp ed..............[ j HOLES ARE ALIGNED SO THAT FITTINGS, See Letter to:Follow..................[ , -� -- -- -- - -- - - - RISER ASSEMBLY VALVES AND EQUIPMENT MAY BE BOLTED TO Atttched................[ ] t - BACKFLOW PREVENTER THESE FLANGES IN A MANNER THAT RESULTS ,.•�; PefmitNumberIN A •��� - FLOOR AD ACENTARE WALLSGAND NFLOOITR. THE Ad• ?: PROVIDE MINIMUM OF 2" z - WALL TYP BY• Dater CLEARANCE ON ALL SIDES .111. d 5 6 P E AROUND UNDERGROUND S�/ ENTRY PIPE. OPTIONAL PIPE � ,. . ', :;. FINISHED GRADE TYP z Approved pians OREGON � HE M shall be on job site. �v9N o0 _ fOSO WAY SLEEVE SHALL BE A MINIMUM . .�. '` DIP TAR AND WRAP, o- 90• F�,RY 10 'r U� 2 NOMINAL PIPE SIZES N L o a LARGER THAN UNDERGROUND 4 s 9;.• PER NFPA 24 TYP 0 8 IN DI 255 FT-� ENTRY PIPE. ALLOW FOR RESTRAIN UNDERGROUND OFFICE COPY EXPIRATION DATE:12/31/14 INSTALLATION OF TIE RODS PIPE TO RISER WITH TIE o 0 ' SRC WITHIN CLEARANCE AREA. Z RODS PER NFPA 24 0 0 12 /N DI 70 FT FILL GAP WITH MASTIC 90• C) TO FIRE LINE. REF "' CIVIL PLANS FOR TIE RODS PER NEPA 24. �- CONTINUATION TYP MJ 90 ELBOW (1/4 BEND) All MEGALUG OR EQUAL ° THRUST BLOCK PER NFPA 24 0 30 60 120 UNDERGROUND PIPING SHOWN FOR TO UNDISTURBED SOIL TYP OPTION A FIRE SITE UTILITY PLAN (,N HYDRAULIC CALCULATION FIRE LEAD ! IN NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES PURPOSES ONLY. REFER TO CIVIL 18o records of this organiation show that DOCUMENTS FOR ADDITIONAL is certified in the technical areas) " 1. &.9t; Ue 1 = 60 -0 Robert L. Knight Jr. INFORMATION. Yater-Bored Systema layout Technician t:ertification No. Certification(s)Valid ihra 00301 / LEVEL III 100164 04 / 01 / 2016 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES 8,REVISIONSDRAWING TITLE: DRAWN BY: ,�; r B KNIGHT ESI A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE FIRE PROTECTION SITE PLAN CHECKED BY: B GREEN 3330 E LOUISE DR ACE ELEC. AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION FIRE 9, I AND MISC. DETAILS - AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE APPROVAL: FIRE MARSHAL SUITE 300 MERIDIAN, ID 83642 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 7 ; ra 208-362-3040 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 1/2014 FOR PERMIT / INSTALL J PROJECT NAME: SCALE: AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 65TIGARD RETAIL OUTLOT BUILDINGS #2 - ARCHITECT BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM 320365TH STREET, SPACE 2 PROJECT NO: HENDERSON ENGINEERS BBV BUTTERBALL VALVE GLV GLOBE VALVE RB RISER BRACE VAN(+OUVER, WA. 98663 ��0 5W DA RTw►o VTH ��� SPKR ON SHEET: O BFP BACKFLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE 8325 LENEXA DR BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 214 SW DARTMOUTH RD & SW 72ND AVE DLS DELUGE SYSTEM HOSE VALVE Up UP PIPING (T0 SOURCE) HV Dn DOWN PIPING (TO SOURCE) R INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM P 360-718-8604 F 360-718-8603 TIGARD, OR 97223 DRAWING No: FP 1 OF 3 - ----- - - __ -------------- ---- ----._ ---- - ----------- I ._. ........ .a..... ,, - s',.�r �as'"" :�'SS3.ri"�"°.�s :. ;.a*n•....-„w.=ale..:...,. .... _ _,. ._-.- _.. '- —. ___ - . _ ., ,��-^,y, .,'�`sa's?.Ev`r�:3',�* •,a... ._. :-s;,r���?.i"sx"�'" EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES AFCON 087 �FASTENEIR � SWAY BRACE ADAPTER �• ' I F ER I FASTENER I FASTENER Q / SVAVEL FITTING a Maximum W CD BRA 1/2 L�1 S —(K PLAN)PIPE kl� i>�� PIPE LATTERALLYBRACED F_ F A � Tt�� OF PAf�P•l1ET 57RiCTLJRE ,._ C'q p /SWAY BRACE ATTACHMENT ! —OPEN WEB STEEL JOIST FIGURE A FIGURE B FIGURE C w PLAN sYMea csF 077 PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR f �/2 078— LOAD1 1 1 ASTENER HORIZONTAL TO UNDERSI FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE / "rt�P` OF PART SMLICT11R OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER ' MINIMUM 1/2 DEPTH OF 3 A MR1lMUM 1/Z DEPTH OF MINIMUM 1/2 DEPTH OF SCALE: NTS BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. f-- 410 FOR WOOD BEAMS FOR WOOD BEAMS FOR WOOD BEAMS Q h �, SEE 40 PE CALCS N I ry" I FASTENER W I Fps P5 I FASTENER ��N 4�atings AM I �BRAC3 RACE 8 _< PLAN SYMBOL 1 this AFCON product is to be used 3 �— _ — SWIVEL FITTING 4 only with other AFCON products �_ including parts and fastners. 07 ROT at SS , PIPE BEING BRACED) M w FIGURE D FIGURE E FIGURE F LONGITUDINALLY n MP � - 1�TTOM OF STEEL' LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR FRICTION CLAMP Q 15UILFDING SECTION <EY: FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE (/) L0AIMT 0WAL. SM CE OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER SCALE: NTS 087D LEizontalLoaI 3/4" SOK UPRIGI-{T ON BRANCI-I LINE 1'BOMM Of`SME M:OF MMIA% PLAN SYMBOL SWAY BRACE ATTACHMENT Parallel 30thru 90 2 STEEL OPEN WEB JOISTg, G- o Perpendicular 30 thI FA ER I FASTENER I FASTENER BRACEL� FASTENER �, _ TO OPEN WEB STEEL JOIST CARBONISTEELLoa1 NON-COMBUSTIBLE OVERHANG 3 = SWIVEL FITTING—� Q g a ,o o � Parallel 30 thru 90 2015 1 • (SWAY SEE PLAN) PIPE NTS Perpendicular 30 thru 90 2015 L T01� ( SLS ry "�—""'..� ....._. -r......--..- -......_.... ,.'y;� .M„•"J5L__j'`•.-,fir.- �""^'7"r"r,.;.'S�...s'^�YLy.,'nSn I v.. ,..Lw. ...�s�'w'°4�'m'�ag."``�",y.' in e��-✓::+..,.�"�!�':« .wc-en.10P of SW +wirr.�.. •. r FIGURE G FIGURE H FIGURE I SWAY BRACE ATTACHMENT MAIN PIPING I LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL F_ UJ FASTENER INTO FACE FASTENER INTO FACE FASTENER INTO FACE OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER W SCALE: NTS P PIPE-O-LI=T SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION. _ �—I" x �'-4" NIPPLE A L D I NS I 0 • PROVIDED ON THE END ; OF EACH CROSS MAIN FP3 /�� _ �' _ Ow NP Retaining Strap ----- I" GLOBE VALVE OR Flexible Couplings Shall be Installed as Follows: NOTE: PER NFPA 13 9.3.5.3.5 AND 9.3.5.4.2. / P BALL VALVE Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to 1) LATERAL SWAY BRACING SHALL BE ALLOWED BEAM CLAMP allow individual sections of piping 2 1/2 in. or larger to move differentially with the Individual TO ACT AS LONGITUDINAL BRACES IF THEY sections of the building to which it is attached. Couplings shall be arranged to coincide with ARE WITHIN 24" OF THE CENTER LINE OF THE STEEL. BEAM P PLUG --�� AUXILIARY DRAIN structural separations within a building. PIPING BEING LONGITUDINALLY BRACED. k The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3 (1) thru (6). 2) LONGITUDINAL SWAY BRACING SHALL BE Retaining Strap SIGN W/CHAIN—� ALLOWED TO ACT AS LATERAL BRACES IF ALL THREAD ROD INSTALLATION NOTES: THEY ARE WITHIN 24" OF THE CENTER LINE BEAM CLAMP IIAUXILIARY SYSTEM TO 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE OF THE PIPING BEING LATERALLY BRACED. DRAIN SHOP DRAWINGS. DEVIATION FROM PLAN LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE NTS ® RISER MANIFOLD W/: © 0 PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. ® A DRAIN AND TEST D ' 2) IT IS ACCEPTABLE TO USE GRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE STEEL BAR JOIST ® B FLOW SWITCH O CALCULATED. I.E. BRACE ANGLE B (45'-59') WAS CALCULATED. IT IS OK TO USE ANGLE C (60' - 90'), BUT ALL THREAD ROD oil4 ANGLE A (3(' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. ® C PRESSURE GAUGE ® ATO 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. HANGER RING D SIGNS ON BODY DRAIN E PRESSURE RELIEF VALVE STEEL BEAM TYCO MODEL 513 IS RISER MANIFOLD DETAIL / BEAM CLAMP HANGER RING NTS �etaining Strop P X 3/4" REDUCING TBUSWINCs UPRIGHT SPRINKLER i - ALL THREAD ROD FOR FUTURE FIT OUT ® RISER KEYED NOTES BEAM CLAMP WELDED OUTLET /—BRANCH LINE 1 THRUST BLOCK SIZED IN ACCORDANCE UY NFFA 13(BY OTHERS) 2 8"FROM CITY WATER SUPPLY (BY OTHERS) N T S 3 6"TO REMOTE FDC (BY OTHERS) HANGER RING 4 RETAINING FLAK (BY OTHERS) TYPICAL UPRIGHT INSTALLATION 5 8 D.I.THROUGH FLOOR SLAB (BY OTHERS) 1 6 6"D.I.THROUGH FLOOR SLAB (BY OTHERS) NOT TO SCALE 7 SLEEVE AT FLOOR SLAB W/2"CLEAR SPACE AROUND PIPE(BY OTHERS) 0 8 8 X 6"GRVD CONCENTRIC REDUCER 9 2-1/2"GRVD TYCO BFV-N BUTTERFLY VALVE ELECTRICALLY SUPERVISED NORMALLY OPEN � i/I 4 X 2-1/2"GRVD CONCENTRIC REDUCER 1 TYCO RISER MANIFOLD 513 - SEE DETAIL 1-1/4" DRAIN AND TEST CONNECTION TO OUTSIDE HYDRAULIC PLACARD FLEXIBLE COUPLING TOP AND BOTTOM OF STSTEM RISER 2-1/2"TO WET SPRII�CLER SYSTEM 3 ® �� 6 4 WAY EQUAKE BRACE 2 3 5 6 A 9 IPS _ NOT USED } FP3 1 NOT USED 4"FDC CHECK VALVE - - - - - - - -- - - - -I r- - - - - - - - - - -� I- - - - -- -- - - - -I f Har-corlsusrlaLE - - - -I F- - - - - - - - - - - - - - - -I � 9 * • 6X40GRVD CONCENTRLCREDUCER 17'-fr" — — — NCM-COM8U5TIBLE " " " a ENTRY CANOPY(TYPICAL) I I I 15-6 4-6 I I I ENTRY CANOPY(TYMCAL) I 17-6 11 -3 I 4 8 24v POTTER ELECTRIC ALARM BELL R 4'-9° I I .L�NOT REQUIRED I I " _��I li= 14, I I SPRINKLERS NOT FIRED I I 41_5" SPRINKLER HEAD CABINET W/MIN 6 SPARE HEADS I ' O ALL ELECTRICAL WIRING BY OTHERS C J w " ,,�� c N - d o �t o + SIGNS AS RECUIRED N 2- t 1 1 t 1 1 \� 1 1 1 1 1 I t I 1 M 1 0 10-3 11-0 12-8 8-8 10 12-8 2-8 t 1 CODO — a�' 11-1 1-10 1 4-91: 9-0— z 1111 8-r: 3-s 12-0 a-s s 1r: 1 t 12-0 1-2 a-�o - — -� 8 FIREST P �' All 1 3 ® o o- o C* F-— — G ` ? a i '-- '-^ Fro _ TYPICAL. b r�� �'I ELECTRIC PANELS ! I I 4 Q O icy I 1 112 — I O 0-1x1.1 , '`,a'� t-I I I 1 1 1 1 1 1 t 11 t t t I 1 1 1 1 1 I O 11-8 10-� 11-0 12-0 6-8 1012 12-8 2-8 9-1011 11-2 4-711 4-711 8-711 3-5 12-0 5-71 6-5 3-m: 8-1 12-0 6-10 I NOTE: U.G. TO BE FLUSHED AND -: t-3, I 1-tat i _ t : 1-2 I HYDROSTATICALLY TESTED AS PER NFPA I — — -" — — — % ' — — — � I ,�� I 13 AND LOCAL CODES PRIOR TO o g SWAY BR�CE ZONE 0 INFLUENC —/ 1 g o I CONNECTION TO SPRINKLER SYSTEM ' 1 � ' 11 1 1 11 1 1 1 1 1 1 I At I 1 1 t I 16 RISER DETAIL bN 11-8 < 1_3 1073 11-0 1 1012 12-6 6-8 1012 12-3 2-8 9-1011 11-2 1-41: 4-711 4-rs 8-71it 3-5 1 � 5-71$ 6-5 I � 1112 8-1 12-0 < 1_2 � 8-10 � I O ','. :j:.t :ti: • , O1 — — 9 I B I B 212 1-211 09 � - � I A383 F- — —1— I o ,� I A 112 111 110 109 '` 'll � e 4 1 t t 1 1 1 t 1 1 tg t1� p 1 1 1 1 — 11-6 1-3 1 11-0 _0� 12-6 111 12-6 I 9-111 11-2 1 1s 4-71: 1 4-711 9- 1 2-2�a 1 _ --- , 1 5-21 10-fl 5-7171 1a1 2 12 6-11 I SYS.I A I I - _ 020/19,12 7 g It,It �. - to' 10 tos 1 01 t t I t t t 0t t t 1 t 1do 1 t t I t t -8 1-3 1 11-0 1-1011 12-6: 6-8- tae 12-6 2-8 9-11: 11-2 1 (1: 4-711 -1 4-71: 11-91: 2-2'01 1" 2 5-21 1 5-11: 8-ta: 6-11 I SYSTEM DESIGN DATA ISYST �i AREA e 1 AUXI NARY DRAIN-r I -C I AUXILIARY 0 I n," OH 2 ou A 12 02 ft 2 HYDRAIHIMi Al DMIGN STY .20 «MMSG FT 15 A.S. @ 130 s4/"WAD .,«M 250 G., '►� �'�A Bt �4 I AREA of AFP11G1110P1 so FT RETQII�! (fid!AT M AT `' b 104 to3 102 lot ' too _ �, I 1612 666.6 85.4 51�C 11 I t , t t > t / t r t t 1 r I 1 IIlan. 1 i 1 I ---- 11-6 1_3 77�«� 1 11-0 1 tat 12-6 6-6 1011 12-6 2-8 9-SOjs 11-2 1 1: 4-711 1 4-71: R 9-911 Z-21 12 a 5-21 5-11: 7-51: ' 11 1-0 7-611 — b 011 WATER SUPPLY INFORMATION: srAT,c 126.9Pa�ouN 102 9�1 ami 25'64 GVM FLGWfiG R _ fib=AT. SITE eY:HENDERSON ENGINEERSoATE: _I I I ___-.___ . .__._._.______._.._ _..___.____._. __.___..___ __...__-. ___..___.,._......... APPROVALS REQUIRED: STATE FIRE MARSHAL,OWNER N I I I NON-COM OTIRLE I I 1 I NON-CO CANOPY BLE AVAIL. PRESSURE 124.9 PSI EXCEEDS REQ. PRESSURE 55.4 Psi LTlTT21'CANOPY(TYPICAL) I I I I I I �'COY�IcaL� i — — I SPRWLER3 NOT REQUIRED ( I I I I I - NOT Tc (�IJIREA I I I 4'-6 THIS IS A SAFETY MARGIN OF 395 PSI OR 32 % OF SUPPLY L - - - - - - - - - -I L - - - -- - - - - - -� I I I- - - - -- - - - - J L - - -- - - - - -I I 12'-0'1" L - - - - - - - - - J L - - - - - - - - - -� L - - - - - - - - - - 2 012345 -10 1(0 RETAIL BUILDING SCAUE IN FEE=r` FIRE SPRINKLER PLAN _ IZO02 80. FT. 1/81 s 1' a 0' NATIONAL INSTITUTE FOR CERTIFICATION N IN ENGINEERING TECHNOLOGIES The records of this organization shoe that Robert L. Knight Jr. 0 is certified in the tec�nicai area(s) Tater-Based 5yA=layout Techo3aen Certification No. Certification(s)Valid Thru 00301 / LMML III 1001" 04 / 01 / 2010 ; N REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS DRAWING TITLE: DRAWN BY- B KNIGHT X - A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE F-11fibly ' ESI OUTLOT RETAIL BUILDING 2 CHECKED BY: B GREEN 3330 E LOUISE DR ACE ELEC. AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION YOF AND MISC. DETAILS AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE SPRINKLER SCHEDULE LEGEND FIRE MARSHAL SUITE 300 APPROVAL• AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. PH 'EC N,, MERIDIAN, ID 83642 {' 208-362-3040 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 1/2014 FOR PERMIT / INSTALL Q 107 UPR BRASS 200 8.00 3/4" TY4151 TYCO TY-B N/A PROJECT NAME: SCALE: AS NOTED 880 BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 3203 65TH STREET SPACE 2 TIGARD RETAIL OUTLOT BUILDING$ k 2- ARCHITECT BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM PROJECT NO: HENDERSON ENGINEERS BBV BUTTERBALL VALVE GLV GLOBE VALVE RB RISER BRACE VANCOUVER, WA. 98663 S od 5 W D/�RTM o vT H �D • SPKR ON SHEET: BFP BACKFLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE 107 8325 LENEXA DRHEAD CABINET WITH MIN. 6 SPARE HEADS & WRENCH{ES) PROVIDED TOTAL COUNT RETAIL BUILDING 2 = 1 O7 LICENSE OR/ 183279 WA/ FIRESCL9220H CO2-1482 LENEXA, KS 66214 HIGH PILED PROJECT ADDRESS: SPKR ON JOB: 214 1 BFV BUTTERFLY VALVE GYP FINISH SPD STANDPIPE DRAIN RISER CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER q SW DARTMOUTH RD 8c SW 72ND AVE 3 OLS DELUGE SYSTEM IT HOSE VALVE Up UP PIPING (TOYS SOURCE) P 360-7 18-8604 F 360-718-8603 ' Dn DOV1N PIPING (TO SOURCE R INSPECTOR'S TEST ASSY YIPS WET PIPE SYSTEM C)� � ' TIGAR R 97223 DRAWING NO: FP 3 OF 3 .- .s �.: _. 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