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Plans (3) F I PS2014 00015 CONTACT GENERAL JAN 3 0 1011 INFORMATION UNDERGROUND NO19SOFTIGIA., D fififtm DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. INSTALLATION AND MATERIAL TO BE PER NFPA 24, 7ON 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 I 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) 843-3026 3. UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS THE RESPONSOF THE TO WATER SUPPLY ENSURE THATIBILITY FLUSHING OF THECONTRACTOR UNDERGROUND INFORMATION PIPING HAS OCCURRED PRIOR TO CONNECTION. 4. PROVIDE CONCRETE THRUST BLOCKING AND THRUST RODS AS REQUIRED BY NFPA 24. TEST STATIC AT SRC: 120.0 PSI TEST RESIDUAL AT SRC: 96.0 PSI AT 2564 GPM 5. UNDERGROUND PIPING MUST BE INSTALLED BY A PIPE TABLF (WET) PIPE TABLE (UNDERGROUNC) INFORMATION DERIVED FROM A WATER REPORT CONTRACTOR LICENSED, WITH THE AUTHORITY SUPPLIED BY PACLAND DURING A FLOW TEST VISIT HAVING JURISDICTION. ALL TESTING MUST BE PRODUCT NOMINAL INSIDE PRODUCT NOMINAL INSIDE ON 12/21/11COMPLETED IN ACCORDANCE WITH NFPA 13, NFPA . THE TEST WAS CONDUCTED AT PIPE SIZE DIAMETER PIPE SIZE DIAMETER 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 F .2D3 TVWD CONSTRUCTION INSPECTOR. JURISDICTION, AND STORED ON SITE FOR DYNA-FLOW 1 2" 1.728 DI 8" 8.39 FLOW TEST ELEVATION: 196.0 FT AMSL PRESENTATION DURING SITE OBSERVATION. DYNA-FLOW 24" 2,703 DI� 1.40 BUILDING PAD ELEVATION: 180.0 FT AMSL FIRE DEPARTMENT DYNA-F -314 DI 12 12.46 THE WATER SUPPLY IS MODIFIED BY THE .310 DI FOLLOWING: CONNECTION NOTES DYNA-TH .080 DI e.61 + 6.9 PSI DUE TO ELEVATION DIFFERENCE 1. THE FIRE DEPARTMENT CONNECTION SHALL BE DYNA-T 1.403 1_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. FIRESTOP COMPANY POINT OF -ONNECTION DYNA-TH DESIGN RESIDUAL AT SRC: 102.9 PSI AT 2564 GPM �Vc RETAIL BUILDING 1 @ 1 FOOT ABOVE FINISHED FLOOR(TYP) I --- 2. THE FIRE DEPARTMENT CONNECTION SHALL BE rte,TO BE FULLY SPRINKLED AS PER S PVC INSTALLED AT A MINIMUM OF 18" AND A MAXIMUM P 3.0 PSI STATIC AND 5.0 PSI RESIDUAL PRESSURE OF 42" ABOVE THE SURROUNDING GRADE. NFPA 13, 2010, AND ALL STATE AND SCHEDUL 221�� .157 LOSSES DUE TO 8" WILKINS 350ADA BACKFLOW LOCAL CODES AND ORDINANCES SCHEDUL .635 Pvc 11�65 PREVENTER ARE NOT INCLUDED. THE ADDITIONAL RETAIL WiLDING 2 5.0 PSI SAFETY FACTOR REQUIRED IS ALSO NOT 3. THE FIRE DEPARTMENT CONNECTION SHALL MINIMALLY 8 IN DI 74 FT .260 PVC INCLUDED. NSI OF FOUR 2 1/2" INLETS WITH NATIONAL APPROX 1Z022 80. FT. TO By FULLY SPRINKLED AS PER STANDARD THREADS. SCHEDUL 4.260 NFPA 13, 2010, AND ALL STATE AND 8 IN DI 112 FT LOCAL CODES AND ORDINANCES SCHEDUL .357 PVC 4. THE SUPPLY LINE FROM THE FIRE DEPARTMENT SCHEDUL: APPLICABLE CODES CONNECTION TO THE RISER MANIFOLD SHALL BE A 8 IN DI 19 FT APPROX. 12,022 80, Fr. SCHEDULE 40 1 1.0-49----- MINIMUM OF 6" DIA PIPE. • 8 IN DI 120 FT NFPA STANDARDS EDITION 5. PROVIDE A FIRE HYDRANT WITHIN 100'-0" OF THE 8 IN DI 12 FT 7_,-BACKFLOW PREVENTER SCHEDUL` 1.38 NFPA 13 2010 FIRE DEPARTMENT CONNECTION. RETAIL 1 8 IN DI,85 FT SCHEDUL 1.610 .067 6. PROVIDE AN ELECTRIC BELL ON EXTERIOR WALL � OABOVE THE FIRE DEPARTMENT CONNECTION, THIS PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. DEVICE SHALL ACTIVATE ON WATERFLOW ONLY, RETAIL 2 REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. GENERAL NOTES: 7. PROVIDE SIGNAGE AT FIRE DEPARTMENT CONNECTION 8 IN 51 310 FT L AS REQUIRED BY NFPA 13. L PIPE D IMENSION TABLE OALL ELECTRICAL AIRING OF FIRE PROTECTION SYSTEM AND 6 IN L INE TO u REMOTE FDC COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. (�)ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED EARTHQUAKE BRACING FIRE DEPARTMENT COC770N`-----,,,n FIRE DEPARTMENT CONNECTION DI 56 FT COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. 6 IN LINE TO QALL INSULATING OF FIRE PROTECTION PIPING AND RELATED REMOTE FDC COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. EARTHQUAKE BRACING REQUIRED ON SPRINKLER V ICINITY MAP ®SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. PIPING BY BUILDING CODE. CONTRACTOR TO (�)EARTHQUAKE AND SWAY BRACING TO BE AS PER NFPA 13. VERIFY EARTHQUAKE BRACING INSTALLATION MEETS NFPA 13-2010 INCLUDING PROJECT FOR SWAY BRACING LOADS AND CONFIGURATIONS, SEE SWAY NTS BRACING CALCULATIONS ATTACHED TO HYDRAULIC CALCULATIONS MANUFACTURER'S RECOMMENDATIONS. S LOCATION * AND SWAY BRACING DETAILS ON FIRE SPRINKLER DRAWINGS. ADDITIONAL BRACING MAY BE REQUIRED DUE TO FIELD ADJUSTMENTS, VARYING BRACING ANGLES, f1 I i °"', GALL WELDING Td BE DONE BY A CERTIFIED WELDER IN A DISTANCES TO JOISTS, AUTHORITIES HAVING 81 DI 144FT FABRICATION SHOP PER NFPA STANDARDS. JURISDICTION, ETC. -SVV PWe-St---, SUBWAY OSYSTEM TO BE INSTALLED, TESTED, AND FLUSHED PER NFPA 13 U4 i Sush Hand 8 IN DI 340 FT STANDARDS AND LOCAL REQUIREMENTS. Aby'. Fizu cabc(ne ®UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- SHEET INDEX 14 k"I T�rd 11 STATICALLY TES AT 200 PSI FOR 2 HOURS. (�)ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE REQUIREMENTS OF NFPA 13 TABLE 6.4.1. cs FP1 FIRE SITE UTILITY PLAN AND DETAILS G SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 SW Say @ALL SPRINKLER PIPING 8 IN DI 57 FT STANDARDS AND LOCAL REOUREMENTS. FP2 OUTLOT RETAIL BUILDING 1 PLAN AND DETAILS Q1 SPARE SPRINKLER CABINET AND WRENCH TO BE PER NFPA 13. MATERIAL NOT REQUIRED. 12 DOMESTIC MATE FP3 OUTLOT RETAIL BUILDING 2 PLAN AND DETAILS 4;7 -CU. 3 SW iton.St- 13 SPRINKLER HEADS ARE CENTER LINE OF CEILING TILE. 8 IN DI 1220 FT > ACTUAL LOCATIONS OF SPRINKLER HEADS %1THIN CEILING TILE MAY _:3 VARY DUE TO CONSTRUCTION CONDITIONS. W c: ELEVATION OF PIPE SHOWN [+0-0) IS FROM ABOVE FINISHED FLOOR c\I FLOOR AND ELEVATIONS SHOWN [4-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. vi @PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 AND / OR ASTM A795. ILJ DYNA FLOW - 217 2-1/2* AND LARGER MAIN PIPING: -D ENDS WITH WELDED OUTLETS. GROOVE -1/2* AND LARGER BRANCH LINE PIPING: GRID BRANCH LINES 8 IN DI 425 FT DYNA FLOW - GROOVED ENDS "I WELDED OUTLETS. SW BRANCH LINE PIPING, ARMOVERS, DROPS AND SPRIGS: fi�ing SCH. 40 THREADED ENDS WITH THREADED OR WELDED OUTLETS. tDtr�q K 4W Se%'(!I4fW Rd �� I ' ' ( PROVIDE FLANGE WALL TYP CONNECTION AT BUILDING SIDE OF RISER FINISHED GRADE TYP Z PROVIDE MINIMUM OF 2- DIP, TAR AND WRAP, CLEARANCE ON ALL SIDES PER NFPA 24 TYP AROUND UNDERGROUND iO ENTRY PIPE. OPTIONAL PIPE r7r_. . TIE RODS F PER NFPA 24 SLEEVE SHALL BE A MINIMUM ANY FIRE SPRINKLER SYSTEM UNDERGROUND PIPING (SITE MAIN, FIRE PUMP SUPPLY 2 NOMINAL PIPE SIZES CIPS GASKETED DISCHARGE AND FIRE DEPARTMENT LARGER THAN UNDERGROUND COUPLING FOR ENTRY PIPE. ALLOW FOR CONNECTION TO PVC CONNECTION PIPING) THAT IS INSTALLED BY INSTALLATION OF TIE RODS OR DUCTILE IRON PIPE ANY CONTRACTOR (PARTICULARLY SITE, 5� WITHIN CLEARANCE AREA. PLUMBING OR FIRE SPRINKLER) THAT STUBS FILL GAP WITH MASTIC RESTRAIN UNDERGROUND UP INSIDE OR OUTSIDE A BUILDING OR FIRE CITY OF U2 PIPE TO RISER WITH TIE PUMP ROOM, ESPECIALLY THROUGH A Approved - ----- 121 =_ I q--- AMES IN-BUILDING RISER RODS PER NFPA 24 CONCRETE SLAB SHALL HAVE THE FINAL Conditionally Approved....,.........[ SHALL BE INSTALLED PER POINT OF CONNECTION FLANGE INSTALLED TO FIRE LINE. REF See Lzam t(x Follow......... MANUFACTURER'S REQUIREMENTS CIVIL PLANS FOR WITH THE "2 - HOLE METHOD". THIS FLANGE Attached 8 IN DI 155 FT THRUST BLOCK PER NFPA 24 OPTION B CONTINUATION TYP SHALL BE INSTALLED ABOVE THE FINISH Pennit 6 TO UNDISTURBED SOIL TYP GRADE / FLOOR IN EACH CASE SO THE BOLTAd HOLES ARE ALIGNED SO THAT FITTINGS, By:_4:aZ) -Date: Z46-1,66= VALVES AND EQUIPMENT MAY BE BOLTED TO - - - - - - RISER ASSEMBLY THESE FLANGES IN A MANNER THAT RESULTS BA CKFL 0 W PRE VEN TER IN A SQUARE ALIGNMENT WITH THE Approved plans FLOOR ADJACENT WALLS AND FLOOR. shall be on job site- PROVIDE MINIMUM OF 2- WALL TYP PE 7g5Q CLEARANCE ON ALL SIDES AROUND UNDERGROUND ORD ON ENTRY PIPE. OPTIONAL PIPE S IV HERt_4 FINISHED GRADE TYP z SLEEVE SHALL BE A MINIMUM OSO WAY 2 NOMINAL PIPE SIZES DIP, TAR AND WRAP, 2 0 RESTRAIN UNDERGROUND EP:1RATION DATE:12/31/14 04 L LARGER THAN UNDERGROUND PER NFPA 24 TYP 04 0 OFFICE COPY ENTRY PIPE. ALLOW FOR T 8 IN DI 255 FT INSTALLATION OF TIE RODS PIPE TO RISER WITH TIE 0 0 l�` ��� SRC WITHIN CLEARANCE AREA. RODS PER NFPA 24 0 0 12 IN DI 70 FT FILL GAP WITH MASTIC 90, C) TO FIRE LINE. REF TIE RODS PER NFPA 24. CIVIL PLANS FOR CONTINUATION TYP MJ 90 ELBOW (1/4 BEND) MEGALUG OR EQUAL THRUST BLOCK PER NFPA 24 0 30 60 120 UNDERGROUND PIPING SHOWN FOR TO UNDISTURBED SOIL TYP OPTION A HYDRAULIC CALCULATION NATIONAL INSTITUTE FOR CERTIFICATION FIRE SITE UTILITY PLAN (D L IN ENGINEERING TECHNOLOGIES FIRE LEAD - IN PURPOSES ONLY. REFER TO CIVIL the records of this orlmilutim show that 1" 60--Off DOCUMENTS FOR ADDITIONAL Robert L. Ymight Jr. 64-1 is certified In the techww wu(s) INFORMATION. Ifdv-Bwd Splam Ifiyout ?�"cian caurmUm NO. Cert&Atioa(s)VaUd Thm 00301 LEVEL M 100164 04 / 01 2015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT LB LATERAL BRACE CHECKED BY: B GREEN ACE ELEC. AIR COMPRESSOR EH1 AND MISC. DETAILS 3330 E LOUISE DR EXTRA HAZARD OP I LH LIGHT HAZARD A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM FIRE PROTECTION SITE PLAN ESI NO DATE DESCRIPTION je Fiz;�J'��$5 SUITE 300 AIFT ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNEI LONGITUDINAL BRACE APPROVAL: FIRE MARSHAL AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 MERIDIAN, ID 83642 4UT0LfAH,1C FI-17 C�- r�'R 0- TECY10frV 208-362-3040 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 1/2014 FOR PERMIT INSTALL PROJECT NAME: SCALE: AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT Of CONNECTION 3203635TH STREET, SPACE 2 TIGARD RETAIL OUTLOT BUILDINGS # I ARCHITECT BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM PROJECT NO: tl I__6 126 0 _357 249 HENDERSON ENGINEERS Bov BUITERRALL VALVE UV GLOBE VALVE RB RISER BRACE VAINCOUVER, WA. 98663 -7-70o :5W bAA.TM0v-rH 0-6, SPKR ON SHEET- 0 BFP BACKFLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE 8325 LENEXA DR BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPO STANDPIPE DRAIN RISER LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER LICENSE OR/ IcV3279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 214 DLS DELUGE SYSTEM W HOSE VALVE Up UP PIPING (TO SOURM P 360-718-8604 F 360-718-8603 SW DARTMOUTH RD & SW 72ND AVE DRAWING NO: FP 1 OF 3 Dn DOWN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM TIGARD, OR 97223 0 EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES AFCON 087 �AS1'ENFi2 SWAY BRACE ADAPTER ¢~ I F R I FASTENERLWI FASTENER Q S'M\EL F1TIING < 1/2 Maximum Bp 1-1W ` —SWA"BRACE PIPE < 1 j s� (SEE PLANBEING BRACED F, )PIPE C� ---SWAY BRACE ATTACHMENT 0�7 ,,i--OPEN WEB STEEL JOIST FIGURE A FIGURE B FIGURE C W PLAN f�BaL°s � r/z o78-- LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR 1 1 1 ASTENER HORIZONTAL TO UNDERSI FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE _ /� I TCiF PAVET MICT OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER U ��9,41 BW �,� o / Q � Z'- MINIMUM 1/2 DEPTH OF MINIMUM 1/2 DEPTH OF MiNiMUM 1/2 DEPTH OF F< SCALE: NTS r _ :q BEAM BUT NOT <3 IL BEAM BUT NOT<3 IN. BEAM BUT NOI <3 IN,FOR WOOD BEAMS FOR WOOD BEAMS FOR W000 BEAMS Q ; , 41d 40 PE PE ti FASTENER SEE CALCS� FASTENER c WIDE FLANGE BEAM FASTENER I �- PLAN SYMBOL , this AFCON product is to be used Q m — S%MVEL nnNG only with other AFCON products �-- m including parts and fastners. 077 T� STIF _ 1 1 FIGURE D FIGURE E FIGURE F Q PIPE `� LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR FRICTION CLAMP N ITTJtJ C S FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE (/7 ��+7 1�✓� 1 � AOMCH C> 8U i L 1�1 NCx S CT(ON KE 1': OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER SCALE: NTS m 087D Horizontal Load Ratings » (DUCTILE) ` o M Gf 57EEL I 3/4" SOK UPRIGHT ON BRANCH ]_INE z •.. : 2 STEEL OPEN IVE13 JOIST PLAN "#°` SWAY BRACE ATTACHMENT Parallel cular 3 t 7 4 Q N Perpendicular 30 thru 90 765450 ® 3 WIDE FLANGE STEEL BEAM I FA FASTENER FASTENER 153 15BRAC �� W FASTENER--� TO OPEN WEB STEEL JOIST CARBON�STEELIoadRatings �� swrvEL FIrnNc ti 1 4 NON-COMBUSTIBLE OVERHANGS 1 aoo Parade! 30 thru 9d 201 SWAY BRACE PIPE N T S Perpendicular 30 thru 90 2015 Q � U (SEE PLAN) ' TCP OF = SWAY BRACE ATTAC11dENT r�� � S1�r,E3 FIGURE G FIGURE H FIGURE I fF LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL �" MAIN PIPING: 113 FASTENER INTO FACE FASTENER INTO FACE FASTENER INTO FACE �= 1' �Q � �'F =_. OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER W SCALE. NTS SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION. PROVIDED ON THE END '" x -4"NIPPLE A BUILDING SECTION OF EACH CR08S MAIN FP2 1,8- i1 ow Retaining Strap !"GLOBE VALVE OR 1 1? Flexible Couplings Shall be Installed as Follows: NOTE: PER NFPA 13 9.3.5.3.5 AND 9.3.5.4.2. f 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 M 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 i" PLUG —'—� AUXILIARY DRAIN structural separations within a building. PIPING BEING LONGITUDINALLY BRACED. 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 $IGH W/CHAIN ALLOWED TO ACT AS LATERAL BRACES IF ALL THREAD ROD TO INSTALLATION NOTES: THEY ARE WITHIN 24' OF THE CENTER LINE BEAM CLAMP Iii Iv { ( J� (�( SYSTEM'THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE OF THE PIPING BEING LATERALLY BRACED. UX J._ A I�t �,^ SHOP DRAWINGS. DEVIATION FROM PLAN LOCATIONS COULD RESULT iN GREATER HORIZONTAL FORCES ON THE NTS `t�' RISER MANIFOLD W/• © OE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. A DRAIN AND TEST 2) IT IS ACCEPTABLE TO USE BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE STEEL BAR JOIST /�� D CALCULATED. I.E. BRACE ANGLE B (45'-59') WAS CALCULATED. IT IS OK TO USE ANGLE C (60' - 90'), BUT Ai_L THREAD ROD 1"`/ B FLOW SWITCH . ANGLE A (30' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY MACE LOADING. C PRESSURE GAUGE ® ', TO 3) SE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. HANGER RiNG D SIGNS ON BODY DRAIN E PRESSURE RELIEF VALVE STEEL BEA_ M TYCO MODEL 513 RISER MANIFOLD DETAIL BEAM CLAMP HANGER RING NTS �ingStra �� 11 p FOR FUTUREDITCING PUSHING UPRIGHT SPRiN<LER ALL THREAD ROD OUT RISER KEYED NOTES BEAM CLAMP WELDED OUTLET—" /—BRANCH LINE 1 THRUST BL OCK SIZED N ACCORDANCE W1 NFPA 13(EY OTHERS) 2 8'FROM CITY WATER SUPPLY (BY OTHERS) NTS 3 6" TO REMOTE FDC (BY OTHERS) HANGER RING 4 RETAINING FLAIaCE (BY OTHERS) TYPICAL UPRIGHT INSTALLATION 5 8"DJ.THI�aWFLOOR SLAB (BY OTHERS) 6 6"DJ,THROUGH FLOOR SLAB (BY OTHERS) NOT TO SCALE 7 SLEEVE AT FLOOR SLAB W/2"CLEAR 6PACE A,RO�aD PIPE BY OTHERS) 8 8 X 6"GRVD CONCENTRICREDUCER, \� 9 2-LIZ'GRVD TYCO BFV-N BUTTE9LY VALVE ' ELECTRICALLY SUPERVISED NORMALLY OPEN 4 X 2-V2"GRVD CONCENTRIC REDUCER 1 TYCO RISER MANIFOLD 513 - SCE DETAIL 1-V4"DRAIN AND TEST Ca4eCTION TO OUTSIDE HYDRAULIC PLACARD FLEXIBLE COUPLING TOP AND BOTTOM OF STSTEM RISER 2-112'TO WET SMIINKLER SYSTEM 10> 4 WAY Ea14KE BRACE i 2 D J � A G ' _ NOT USED -� FP2 NOT USED 4"FDC CHECK VALVE - - -- - - - - - - -i l- -- - - - - - - - -1 - - - - - - - - (-- _ _ _ __ — _ _ - -( F-- - - - - - - - - - - - - - - -I x � 4a«�. 6X40GRVD CONCENTRIC REDUCER N�N'CG�M'F�1�TIBLE } s » INON-COIBUSTOLEI15-6 4-fi17'-6* 11 -3 i ENTRY CANOPY(TYPICAL.) a ( ( ENTRY CANOPY(TYPICAL) ( i4 8'24V POTTER ELECTRIC ALARM BELL + 4'-g» ( I ( "'NOT r�c�ull� ( ( '�` I ,��1 r'= ( ( ( NOT�� ° ( I 4!-5" SPRIir1CLER HEAD CABINET WJ MIN 6 SPARE HEADS I - _ M _� _ _ ------ _ a -s ' �� �, A6 �--�1 I , B6 '`;b `9 'd '� a + SfCx�1S AS i GlU1RED 1 w� t 1 1 1 / 2-5 1 ( - I I , 1 a { 1--'i f 1 i 1Ila 1 ° 8 1-3 t0-3 0� n-0 110 Q 1s-e o s-a to iz-a «�1 1 f — -i - G' FIPESTOP P 1' 11-6WTV 4-91: 6-1'I3— & - 2-113 6-r: 3-5 12-0 5-r� 6-5 io-s 3-113 a t 12-0 6-10 6 4 -�°�� ��\J� F T — "+b '-b r`b c1r « r� CTRIC PANEL ! ? « ( 4 t� 1 1( t4I uL �% it: 1 85 i 1 1 1 , i / 1 �1121t� iI 1 01K _ 1 1 t _ 1 4 n-6 1_3 i0-3 11-0 1-101: 1z s ` s-$ tot: j 12-a 24 j o-111': n-2 1� = 4-r: 4-r: e-r: ( 3•-s 12-0 s-r>� a-s o-o �-1r: a-1 12-0 s-10 i NOTE: U.G. TO BE FLUSHED AND kk 1-2 I ; HYDROSTAIICALLY TESTED AS PER NFPA j 13 AND LOCAL CODES PRIOR TO ( # ( i� 1 1 ( CONNECTION TO SPRINKLER SYSTEM g SWAY ER, CE ZONE 0 INFLUENCE 3 1 f 1 1 I ,. ( ....^t.. ....... RISER DETAIL ' 11-6 10-3 11-0 12-0 8-S 101: 12-6 2-6 9-1013 11-2 4-713 1 4-713 6-713 3-5 1 5-ri 6-5 3-1113 8-1 12-0' " 8-10 I �1 r' '- 1-3 1-1011 1=413 i 1-2 - - f ! f -z°� C-I 2 1 _ 1 {- }.. 110 i f 1 1 1 1 1 1 i 1 / t112 , f i , ( i 1 i • 1 11-8 1_3 10:3 11-0 -� i 12-6 6-8- 1€t1: 12-d 4-101: L2- t-4,t 4-rz 1 4-71: 1:--91: ; 2-21: i _ 6-61: 5-21 0-6 15-1is 6-1Wi i 2� 2�: 6-19 I SYS.i AP F 020/1612 FT ! j I B2 h`3 r �'�. 108 107 I t05 i I I 1 1 1 1 1 1 1 1 ( f f t f 1 V t I 1 1 t 1 n-6 10-.3 11-0 1 12-6 6-6 1013 12-6 2-6 il,401< n-2 4-71: 1 4--71: 942 2-21: 1 661: x-21 o-s s-r� e-1o1: r 2-�,: �'n I SYSTEM DESIGN DATA ( �Mo AREA1 1-3 1-1013 1=41: • I AUXILIARY DRAiN �' ( ( I ! AUXILIARY DR+ISI - �» OH 2 ASA 12002 ft 2 GPM - ( �"�OW 20 .� 15 A.S. 0 130 // So/"}M{ X2+50 Al ( AREA aF APPucATa» 1612 sa FT KTQWW*"A" (o(C�.(o oPu AT E6.`'1'' MAT .IRC 103 102 101 I00 _ '' 1 1 1 1 ( 1 1 1 1 t t , I - j 1 1 11-6 1 11-0 ' 12-6 4 8-8 ttAs 12-6 2-S 9-1013 11-2 4-713 1 4-712 "a 27V<2 1 5-2f' 0-8 5-11: 7-"': 11 1-3 1-10'3 ! I 1-4' I I I 1"F I! 2 c� WATER SUPPLY INFORMATION: arA=mmm I2b3P%,rsrwa Pwmw_1M.5ft wTm 2564 Era FLar�c i i C ' r OA ------ �1 i � 1 " TArcQI AT: EI TIF Tb; en H .+ON 1 " ' ATE: t I `� ENDED ENG N,- I._ �__ (_. I _ _ -i 1-i APPROVALS REQUIRED: STATE FiFM M,ARS"HAL,00,ER NON-C MMATIeLE ( ( I ( ( NCNCON I TIBLENTRY CA14OPY E �) I AVAIL. PRESSURE 124,8 PSI EXCEEDS REQ. PRESSURE e5.4 PSI — — — — O —+ ( l i ( I f I ( ( ( ( "IN<I.. NOT IEWP20 I ( f 4'-6 THis Is A SAFETY MARGIN of 395 PSI OR 32 r .. I.— _._ .� _._. _._ _._ —. _ _ — — — _ _ _ --' ( 3F'�KJ.ER31vOT�QUiFc'Et I I i ( ( I i OF SUPPLY ENTRY CANOPY/TYPIC I-- - - - - - - - - - --I I - - - - - - _ _ _ - J I- - - - - - - - - - -I ; ` I- - - - - - .— .— .- - - - - - J J 01 2 34 1$ 1Po 5.1 RETAIL BUILDING 1 -SCALE IN FEET FIRE SPRINKLER PLAN r 12,002 SGL. FT. 1/8' - T _ 0' NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES ,1y"record"at L.orQaaisiS stwr tbatRobert kLt Jr. 6°i� bl 4`ry dis in the techdw aree(s) Tater-Bata S 34M Layout rwrui�►ce UM NO. c�aceuon(s)Yalta I= 0030171 / It,U'EL M 1001" 04 / 01 / C015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS DRAWING TITLE: DRAWN BY: A/S AUTO SPRINKLER OPS DRY PIPE SYSTEM LB LATERAL BRACE 114 y 8 KNIGHTESI y _ IhA-Ad QUTLUT RETAIL BUILDING 1 B GREEN ACE EIEC. AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION CHECKED BY: 3330 E LOUISE DR SPRINKLER SCHEDULE & LEGEND r0a0AAND MISC.DETAILS AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNE1 LONGITUDINAL BRACE r F SUITE 300 SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. APPROVAL; FiRE MARSHAL MERIDIAN, ID 83642 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 . / � � FIRE PRO TEC TIOP4 208_362-3040 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 1/2014 FOR PERMIT / INSTALL 0 107 UPR BRASS 200 8.00 3/4 TY4151 TYCO TY-13 N/A PROJECT NAME: SCALE- AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 3203 65TH STREET SPACE 2 TiGARD RETAIL OUTLOT BUiLDINGS �r ARCHITECT BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM ! PROJECT NO: HENDERSON ENGINEERS BBv BurTERBALL VALVE GLV GLOM VALVE RB RM BRACE VANCOUVER WA. 9$663 -7-10 o S W bA A_TMo VT'H At,, BFP BACKFLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE ' SPKR ON SHEET: 107 8325 L.ENEXA OR BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPO STANDPIPE DRAIN RISER HEAD CABINET WITH MIN. 6 SPARE HEADS dt WRENCH(ES) PROVIDED TOTAL COUNT RETAIL BUILDING 1 107 L.ENEXA, Ks 66214 LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 2t4 cv CHECK VALVE HPs HIGH PILED STORAGE STP STANDPIPE RISER SW DARTMOUTH RD &SW 72ND AVE DLS DELUGE SYSTEM HV HOSE VALVE Up UP PIPING (TO SOURCE) P 360-718-8604 F 360-718-8803 — _. On DOWN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM TIGARD, OR 97223 DRAWING NO: FP 2 OF 3