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Plans (8) FPS2013 - 00136 i 40L X CONTACT GENERALOCT 2 J H G F E D C B A EN ' ' GENERAL NOT OFTIGAR INFORMATION UNDFRGR®UND N O TE� BUILDING DIVISION PROVIDED DOCUMENTSBY INTHE CLUD OLLOWJURISNG CONTACT;REQUIREMENTS 1MATERIAL PIPING UNDER FOOTINGS TO °B> DUCTILE IROBE PER N. 24, 1. DESIGN SHOWN OCONTRACTN THESE DOCUMENTS HASBEEN PREPARED FOR APPROVAL BY i I ! REAR + i I + , THE AUTHORITY HAVING JURISDDICTiON AND TO STOCKROOM i, FRONT TENANT FIRE SPRINKLER REVIEWING AUTHORITY: 2. PIPING AND ATTACHED APPURTENANCES SUBJECTED PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR SEPARATION BRAPIPING I METAL ROOF # I SEPARATION I SUSPENDED I KAREN MOHLING, DEPUTY FiRE MARSHAL TO SYSTEM WORKING PRESSURE SHALL BE SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP WALL PIPING DECKWALL CEILING (503) 259-1512 HYDROSTATICALLY TESTED AT 200 PSi OR 50 PSI IN DRAWINGS AS REQUIRED BY SPECIFICATION SECTION I i EXCESS OF THE SYSTEM WORKING PRESSURE, 01330. CONTRACTOR SHALL BASE SHOP DRAWING 23'_6°° CROSS CONNECTION CONTROL AUTHORITY WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT DESIGN ON THE FIRE PROTECTION DRAWINGS AND AFF _ _ _ In PRESSURE WITHOUT LOSS FOR TWO HOURS. SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL "` �' t. 22 -5 TINA ALEXANDER, TUALATlN VALLEY WP,TcR DISTRICT i ► L j -� I ,_ - AFF ( ) INCLUDE ALL NECESSARY ELEVATIONS, HANGER - 503 848-3026 IL I _ _.,... -. _ 3, UNDERGROUND PIPE TO BE FLUSHED PRIOR TO LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION MAIN PIPING BI�F< JOIST SPRINKLER t�.�--�-� ,_� CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS METHODS/NOTES, MATERIAL DATA, AND ANY OTHER MAXIMUM 12" WATER / I--HE RESPONSIBILITY OF THE CONTRACTOR TO INFORMATION NECESSARY TO CLARIFY THE INTENT OF TRUSS GIRDERS If y A TE R SUPPLY ENSURE THAT FLUSHING OF THE UNDERGROUND INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE Al BELOW DECK ® ` PIPING HAS OCCURRED PRIOR TO CONNECTION. SIZES, SPRINKLER SPACING, AND ALL SYSTEM - PENDENT INF®R IVT A TI a�� CONFIGURATIONS AS SHOWN. ANY ALTERNATE.; IN SPRINKLERS . �- - -un.�-.®., 4. PROVIDE CONCRETE THRUST BLOCKING AND THRUST DESIGN OF THE SYSTEM OR iN MATERIALS OR RODS AS REQUIRED BY NFPA 24. EQUIPMENT USED MUST BE APPROVED IN WRITING VI TEST STATIC AT SRC: 120.0 PSi THE REQUEST FOR INFORMATION PROCESS BY THE TEST RESIDUAL AT SRC: 96.0 PSI AT 2564 GPM 5, UNDERGROUND PIPING MUST BE INSTALLED BY A FIRE PROTECTION ENGINEER Or RECORD PRIOR TO i CONTRACTOR LICENSED, WITH THE AUTHORITY ANY BIDDING FABRICATION OR SECTION � `�_ / /jT� INFORMATION DERIVED FROM A WATER REPORT HAVING JURISDICTION, ALL TESTING MUST BENTS (� �J / PIPE TABLE (WET) PIPE TABLE (UNDERGROUND) ON 12/21/11. THE TEST WAS CONDU-TED AT 24,�ANDEN PA 25. ALL ACOMPLETED REPORTS NMUST SUPPLIED BY PACLAND DURING A FLOW TEST VISIT 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRIE- ; PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, { NOMINAL INSIDE NOMINAL INSIDE 11:00 A.M., PST AND WITNESSED BY 'SERB O#;LER, BE SUBMITTED TO THE AUTHORITY HAVING DRAINS, TEST POINTS, ETC., WITH ALL PRODUCT PIPE SIZE DIAMETER PRODUCT PIPE SIZE DIAMETER TVWD CONSTRUCTION INSPECTOR. n ARCHITECTURAL, STRUCTURAL, R MECHANICAL,L, AND JURISDICTION, AND STORED ON SITE FOR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO I PRESENTATION DURING SITE OBSERVATION. SPRINKLER DISCHARGE MUST BE CONSIDERED DURING DYi�IA-F .203 DI .28 � i FLOW TEST ELEVATION: 196.0 Fl" :ate%SL _ SHOP DRAWING PRODUCTION AND INSTALLATION. .703 DI 8" 8.39 BUILDING PAD ELEVATION: 180.0 FT , MSL - FIRE ER AR-� p A N l�� EXTRA SPRINKLERS MAY BE REQUIRED AT NO DYNA-F 314 DI 0.40 THE WATER SUPPLY IS MODIFIED BY '#IE € DEPARTMENT V ADDITIONAL COST TO WALMART. REFER TO $ SPECIFICATION FOR ADDITIONAL REQUIREMENTS. DYNA-F 310 DI 12 12.46 FOLLOWING: CONNECTION NOTES 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR DYNA- 980 DI 16.53 + 6.9 PSI DUE TO ELEVATION DIFFERENCE � QUESTIONS RELATED TO THE FIRE PROTECTION I ENT CONNECTION SHALL 8E DYNA- 1.408 DI 8.61 BETWEEN TEST AND BUILDING LOCATED WHERE SHOWN ON THE FiRE PROTECTION , DOCUMENTS. DYNA- 1.639 D# 20.69 DRAWINGS IN AN ACCESSIBLE LOCATION. 4. ROUTE ALL SPRINKLER tAAiNS ABOVE THE BOTTOM DESIGN STATIC AT SRC: 126.9 PSI " CHORD OF THE BAR JOISTS. s t ' � DYNA-TH ,104 DI 4.85 DESIGN RESIDUAL AT SRC: 102.9 PSi AT 2564 GP:.# 2 THE FIRE DEPARTMENT CONNECTION SHALL BE „ 1 " 5. NEUTRALIZATION/DEMISING WALLS ARE Stryflr�td ON �p �*•,o �- SCHEDULE 10 1 1.682 PVC 6.09 p INSTALLED AT A MINIMUM OF 18 AND A MAXIMUM THE ARCHITECTURAL DRAWINGS. R- 3.0 PS! STATIC AND 5.0 PSI RESIDU, ,_ RESSUR� REFER TO THE SCHEDULE 10 2" 2.157 PVC ' 98 LOSSES DUE TO 8" WILKINS 350ADA 11ACKFLOW OF 42" ABOVE THE SURROUNDING GRADE. MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PREVENTER ARE NOT INCLUDED. THE ADDITIONAL PENETRATIONS, r az SCHEDULE 10 2 2.635 PVC 9.79 S 3. Tali FIRE DEPARTMENT CONNECTION SHALL MINIMALLY p I _ - �_` " 5.0 PSI SAFETY FACTOR REQUIRED I,, hL.aJ NOT I CONSIST OF FOUR 2 1 2 INLETS WITH NATIONAL��:... " 6. SPRINKLER SYSTEMS ;ILL BE MONITORED BY AN r OFF-SITE CENTRAL STATION INCLUDING TAMPER 5 ....... SCHEDULE 10 3 3.260 PVC i 1.65 INCLUDED. � STANDARD THREADS. I _ SWITCHES ON ALL CONTROL VALVES AND FLOW R SCHEDULE 10 4" 4.260 PVC 15.53 SNATCHES. SCHEDULE 10 6 6.357 PVC 17.20 g (�C, - 4. THE SUPPLY LINE FROM THE FIRE DEPARTMENT SCHEDULE 1O 8" 8.249 PVC 19.06 APPLICABLE "` ''� J " CONNECTION TO THE KISSER MANIFOLD SHALL BE A � 7. IFAPPL CAE31 F, THE BOARDS CONTRACTOR DRAFT CURTAINS i r ,� ,`_ - mY MINIMUM OF 6 DiA PIPE. i91SCHEDULE 40 1 1.049 PVC 2.76 -� � WILL BE 'INSTALLED PRIOR TO THE SPRiNKLFf2 PIPING. r NFPA STANDARDS EDITION 5, PROVIDE A FIRE HYDRANT WITHIN 100'-0" OF THE CONTRACTOR SHALL BE RESPONSIBLE'FOR PROPLR SCHEDULE 40 1 " 1.380 NFPA 13 2010 FIRE DEPARTMENT CONNECTION. PENETRATIONS OF THE CURTAIN BOA.,DS OR DRAFT 1 ( --T�--r- CURTAINS AND SEALING WITH APPROVED FIRE ! � � I � ���--� -�-�-- f SCHEDULE 40 1� 1.610 RSA. I , CAUL.KING, a { I SCHEDULE 40 2" 2.067 6. PROVIDE AN ELECTRIC BELL ON EXTERIOR WALL � � , ABOVE 111E FIRE DEPARTMENT CONNECTION, THIS 8. PENETRATIONS O RATED WALLS OR ASSEMBLIES RETAIL 2 PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. DEVICE SHALL. ACTIVATE OPI WATT=RfLflW ONLY. SHALL BE "FRE CAULKED" WITH APPROVED CAULKING PER METHODS REQUIRED BY THE AUTHORHY HAVING -► j I / REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. 7. PP,OMDE SiGNAGE AT FIRE DEPARTMENT CONNECTION JURSDICT}ON, AND PROJECT SPECIFICATIONS. I a _ / A,S REQUIRED BY NFPA 13. 9. THE FIRE PROTECTION ENGINEER Or- REC✓RD WiLL � I ( ` PIPE D MENSION T �.,� ... ��� - - � � _ ��n- NOT BE RESPONSIBLE FOR THE CONTRACTOR'S j f 3 NTS 10.30.07 F FAILURE TO CARRY OUT THE CONSTRUCTI:>ly WORK IN l I `"I A �`�! ;�! '� ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR L i E 'ti R f Fi Q U A K E BRACING I E � `� SHALL THEY BE REQUIRED TO SUPERVISE THE I 6 CONDUCT Or THE WORK, THE CONSTRUCTION PROCEEARTHQUAKE BRACING REQUIRED ON SPRINKLER . ERAL CONTRD4CROR, SUB ES AS ECO TRIC®RS1H!"RT FORTH BY THE N RESPECTIVE I I I I VICINITY ' PIPING BY BUILDING CODE. CONTRACTOR TO EMPLOYEES OR ANY OTHER PERSON AT THE JOBSITi= .V ra E VERIFY EARTHQUAKE BRACING INSTALLATION OTHER THAN THE ENGINEERING FIRM'S OWN f MEETS NFPA 13-2007 INCLUDING ��` �_ PROJECT A� EMPLOYEES. NTS TIONALBRMANUFACTURER'S RECOMMENDATIONS. 10. SPRINKLER PROTECTION 1S REQUiRED ABOVE THE / LOCATION ADDITIONAL BRACING MAY BE REQUIRED DUE TO ELECTRICAL ROOMS. NO MAIN PIPING SHALL FIELD ADJUSTMENTS, VARYING BRACING ANGLES � ; DISTANCES TO JOISTS, AUTHORITIES HAVING PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. JURISDICTION ETC. 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION 1 ❑APPROVED KI APPROVED AS CORRECTED - - - -' - DOCUMENTS PRIOR TO BiD. SHOULD MODIFICATION TO I w „ham THESE PLANS BECOME NECESSARY TO PROPERLY U4 ti a�' i FABRICATION/INSTALLATION MAY BE UNDERTAKEN. APPROVAL DOES NOT AUTHORIZE CHANGES TO THE CONTRACT SUM OR CONTRACT TMF. ( �. -� i (� COORDINATE THE SYSTEM WITH OTHER TRADES IT - - - - - - �. � ? - _-_ Pizza- _ �s, ❑R RESUBh11T P S H '-�.. 1 I ! V D E X fi,. ` `rt`oo � a ,T� . REVISE i WiLL BE THE CONTRACTOR'S RESPONSIBILITY TO I i � ' ` ❑REJECTED I OBTAIN APPROVAL. OF THESE CHANGES BY THE AHJ, ` AND THE FIRE PROTECTION ENGINEER OF RECORD. IN �-'- . rr- SW-Bay FABRICATION AND/OR INSTALLATION MAY NOT BE UNDERTAKEN. IN RESUBMITTING,LiMIT CORRECTIONS TO ITEMS MARKED. - -� FP i FIRE SITE UTILITY PLAN ADDITION TO OBTAINING THE NECESSARY APPROVALS, ❑NO ACTION TAKEN I ! THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD I FP2 OVERALL FIRE SPRINKLER PLAN OR COORDINATION CHANGES ON THE INSTALLATION - I SUBMITTAL EITHER NOT REQUIRED FOR THIS ITEM OR PROVIDED FOR INFORMATION ONLY. CONTRACT REQUIREMENTS SHOULD BE FOLLOW _D N ALL_ DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL V"Af CASES. FP2.1 FIRE SPRINKLER PLAN SYSTEM 1 SUPPLY ONE COPY OF AS-BUILT DRAWINGS TO THE 1 $ IN DI 1220 FT I __5%Chnton St. REVIEWiAPPROVAL NEITHER EXTENDS NOR ALTERS ANY CONTRACTUAL OBLIGATIONS OF THE ENGINEER OR CONTRACTOR. CHECKING OF`L'?."ITTALS ISI FIRE PROTECTION ENGINEER OF RECORD FOR THEIR I ONLY FOR GENERAL CONFORMANCE WiTH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WiTH THE INFORMATION C,i F",!IN THE I FP2.2 FIRE SPRINKLER PLAN SYSTEM 2 USE. I CONTRACT DOCUMENTS. AND ACTION SHOWN IS SUBJECT TO THE GENERAL REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONT r�r OR IS RESPONSIBLE FOR DIMENSIONS,QUANTITIES,AND COORDINATION BETWEEN TRADES AND FOR COORDINATING APPROVED ITEMS AND ACC;.. cD 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND i d 'Ymo --- cv-- ALTERNATIVES. FP2.3 FIRE SPRINKLER PLAN SYSTEM 3 INSPECTORS TEST CONNECTION DISCHARGE AWAY I - nth FROM FINISHED SURFACES AND PIPE TO APPROVED hIENDERSON ENGINEERS,INC. FP 2.4 FIRE SPRINKLER PLAN SYSTEM 4 DRAIN LOCATIONS. THE CONTRACTOR YAL.L BE DATED: 08/30/2013 BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR FP3 FIRE PROTECTION DETAILS CLEANING OF RUST STAINS ON PAVEMENT/CON CRETE i BY: Eric Neill DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM --:.__- FP3.1 FIRE PROTECTION DETAILS DRAIN DOWNS. 8 IN DI 425 FT _ ` - y :X 13. ALL HANGER CONNECTIONS SHALL BE MADE TO THE ? i sy"A SW-Herm __ TOP CHORD OF STRUCTURAL JOIST UNLESS NOTED "5a'Way OTHERWISE. USE OF SAMMY SCREWS INTO ROOF Racing DECK OR STRUCTURE IS PROHIBITED UNLESS i sW OTHERWISE NOTED. Beveland Rd 0 - ,. ... �-.-mss•,.._ _ ��.-,�«.:��:.- i I a r > I6r�M1 .. ®rFdE E i 0 �6_ 6 M • r .. m i� I PROVIDE FLANGE . WALL TYP n. �; CONNECTION AT a QFiRE PROTECTION SYSTEM TO E DESIGNED AND INSTALLED IN 35 BUILDING SIDE OF RISER FINISHED GRADE TYP#59 ' ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE „ z _ r AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2010 I PROVIDE MINIMUM OF 2 - DIP, TAR AND WRAP, 0 i :2 2 ALL ELECTRICAL WiRING OF FIRE PROTECTION SYSTEM AND T� FULLY SPRINKLED AS PER I I CLEARANCE ON ALL SIDES _ PER NFPA 24 TYP COMPONENTS TO BE PERFORMED B" OTHER TRADE DIVISIONS. AROUND UNDERGROUND TIE RODS � T t° 'i ®ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED I NJ A 139 201 AND ALL STATVE y ENTRY PIPE. OPTIONAL PIPE PER NFPA 24 ANY FIRE SPRINKLER SYSTEM UNDERGROUND mr �� aOMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. - ' ,� I SLEEVE SHALL BE A MINIMUM ' �• - ••� • •' • ' £?, � q� ,,.< �. ALL INSULATING OF FIR_ PROTECTION PIPING AND RELATED i LOCAL CODES AND ORIA . C ,. 2 NOMINAL PIPE SIZES CIPS GASKETED PIPING (SITE MAIN, FIRE PUMP SUPPLY / ��, � Vlewe� � 5� �� � � COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. LARGER THAN UNDERGROUND COUPLING FOR DISCHARGE AND FIRE DEPARTMENT noted 5 SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. p1evENTRY PIPE. ALLOW FOR �, CONNECTION PIPING THAT IS INSTALLED BY t ' 1OVd ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A ( I ��' FIRE DEPARTMENT CONNECTION CONNECTION TO PVC ) A �. r • • WiTHINSTIN CLEARANCELLATION OF / AREA. OR DUCTILE IRON PIPE ANY PLUMB NG OR FORE(SPRINKLER R THAT STUBS � rajected Q FABRICATION TO BE NSTALLED,NFPA TESTED,STANDARDS. AND FLUSHED per 3� Ir - ) ; '� reviewNFPA 13 STANDARDS AND LOCAL REQUIREMENTS. I U2 FILL GAP WITH MASTIC o RESTRAIN UNDERGROUND UP INSIDE OR OUTSIDE A BUILDING OR FIRE T `�( � 1'� �1� �o rQ K' PIPE TO RISER WITH TIE PUMP ROOM, ESPECIALLY THROUGH A € R UNDERGROUND AND ABOVEv'OUND PIPING TO BE HYDRO- AMES iN-BUILDING RISER RODS PER NFPA 24 CONCRETE SLAB SHALL HAVE THE FiNAL STATICALLY TESTED AT 20O FS1 FOR 2 HOURS. .: e� t°':� QALL SPRINKLER tITTINCs SHRILL MEET OR EXCEED THF / SHALL BE INSTALLED PER POINT OF CONNECTION FLANGE INSTALLED I MANUFACTURER'S REQUIREMENTS TO FIRE LINE. REF WITH THE "2 - HOLE METHOD". THIS FLANGE = REQUIREMENTS OF NFPA 13 TABLE 6.4.1. I EOR /� CIVIL PIANS FOR se ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.I.t 8 IN DI 155 FT SHALL BE INSTALLED ABOVE THE FINISH C r e,rjionS Chi-` CO �e1 1"i1a zs �� y 1 ..- I R ------ -j THRUST BLOCK PER NFPA 24 OPTION B , ' CONTINUATION TYP O t4 � � STANDARDS AND LOCAL REQUIREMENTS. e , �- , �� .� , �� �__T.�S � TO UNDISTURBED SOIL TYP GRADE FLOOR IN EACH CASE SO THE BOLT "I"1�`e"3 �i�i�ll��S dui -t�4� a0V1�� (�O �i0t� R / 11 SPARE SPRINKLER CABINET AND VRE ICH TO BE FURNISHET PER NFPA 13. HOLES ARE ALIGNED SO THAT FITTINGS, . T SHOWN AS. _ _ -- , -,. --, RISER ASSEMBLY VALVES AND EQUIPMENT MAY BE BOLTED TO t , Ss.J 00f1$3r cior/sL�p'puer tr�'11'1°1 CDf "+ ��� i2 ROOM OCCUPANCY AND CEILING HEIGHT R i>y�3� - --' I THESE FLANGES IN A MANNER THAT RESULTS } � 11 Oe he, drawings n 13 DOMESTIC �'t11ERIAL NQT REQUIRED. �. BA PRE •. i4 SPRINKLER HEADS ARE CENTER LINE OF COLING TILE. Ce ACTUAL LOCATIONS OF SPRINKLER HEADS AMIN CEILING TILE MAY $ IN D! 25 FT �'}`�w �� FLOOR . • IN A SQUARE ALIGNMENT WITH THE I � a � 6 /N LINE ] z ADJACENT WALLS AND FLOOR. `��, `Q00�11s_ VARY DUE TO CONSTRUCTION CONDITIONS. PROVIDE MINIMUM OF 2 J �.' WALL TYPx ,,_ . 0] C : � 1s ELEVAP,ON OF PIPE SHOWN AS [!i)-0] IS FROM ABOVEFIN# }EGrFL00R F REMOTE FDC CLEARANCE ON ALL SIDESReview 4 1B 1kt�ite.� i-' ,T OS FLOOR AND ELEVATIONS SIOMM AS *0--0 ARE FROM BOTTOM Or AROUND UNDERGROUND - IS }OF [ - FINISHED GRADE TYP tor CC I"1]o� i`1 n0 1P1,'ith the design " TOP OF STRUCTURE DOWN. ENTRY PIPE. OPTIONAL PIPE . .r. _z l �� SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. " ` : contract'do'Qu1 ,', NFPA 13 8.15.1.2.1 & 2. Ali. CONCEALED SPACES ENCLOSED 'y SLEEVE SHALL BE A MINIMUM. .�: ';•: •; .'. ° • g gp' �. �_ ��,»��,,. el Ui 2 NOMINAL PIPE SIZES DIP, TAR AND WRAP, - o-- , ; 1 1�1 t WHOLLY OR PARTLY BY EXPOSED COMBUSiIBLE CONSTRUCTION LARGER THAN UNDERGROUND . .•14'. PER NFPA 24 TYP N 0 ``N d SHALL BE PROTECTED BY SPRINKLERS, 8 /N DI 255 FT --J ENTRY PIPE. ALLOW FOR RESTRAIN UNDERGROUND r , '� ..Lad' , n ON SYSTEMS h'HERE THE PRESSURE AT THE SPRINKLER EXCEEDS 1 INSTALLATION OF TIE RODS o 0 _ s 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS 1N A PENDENT PIPE TO RISER WITH TIE G WITHIN CLEARANCE AREA. z RODS PER NFPA 24 0 0 POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER 12_ IN DI 70 FT FILL GAP WITH MASTIC 90• CITY OF TIGARD THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE C) TO FIRE LINE. REF - .. -����..[ i� I`� UNSUPPORTED LFNG TH OF PIPE BETWEEN THE HANGER AND END TIE RODS PER NFPA 24. to CIViL PLANS FOR Canditied �� SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN CONTINUATION TYP natty Approved......„....„[ 12 NFPA 13 9.23.4.4.1 & 9.2.3.5.2.1, AAD BRANCH LINES SUPPORTING MJ 90 ELBOW (1/4 BEND) See Letter to:Follow............„....[ ] PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED MEGALUG OR EQUAL Pe�mitNumber: Attached. ] S ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9,2.3.5.2.1. ---- THRUST BLOCK PER NFPA 24 •7 F k TO UNDISTURBED SOIL TYP OPTION A Date: I P �� 0 30 6fl 12o UNDERGROUND PIPING SHOWN FOR � 775 �� � ��� �� N HYDRAULIC CALCULATION - �� A roved cans '�- NATIONAL INS1;<TUTE FOR CERTIFICATION FIRE " TE UT1LITI ON r E L �® � IN �P p 4, REG IN ENGi2TEERING TECRI-TOLOGIES 1� PURPOSES ONLY. REFER TO CIVIL shall be on job site. 9 0 Ott ofthig um ft-. Ibmt 1„ 60'-0" -__ - sem NTS 08.26.11 F22-0 "F` lO `�� Pte` 2r�be< 1; I�. nft Jr. DOCUMENTS FOR ADDITIONAL ��r L . o ;acufzAinthtw_ UW41) bath-Basad Sy> a 1&g Tocki��Csr tam T o a)Yaw n INFORMATION. OFFICE COPY bXP1RAT10N DATE:12/31/14 00301 / r�Ia II3 1001i34 o�; / os / 20115 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES &REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT Y� �4;- B GREEN A/S AUTO SPPoNKLER DPS DRY PIPE SYSTEM LB LATERA! BRACE ` FIRE SITE UTILITY PLAN CHECKED BY: ESI CONSTRUCTION, INC. ACE ELEC. AIR COMPRESSOR EHI EXTRA WARD GP 1 LH UGHT HAZARD NO DATE DESCRIPTION .. - E � F - 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE SECTION & MISS. DETAILS .,a �, m � APPROVAL: DEPUTY FIRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 �� � Meridian, Idaho 83642 AF5 ANTiFREEZE SYSTEM FGC FLEX GRV COUPUkG OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL `` ' = AS NOTED 880 BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION �3 r -t PROJECT NAME: SCALE ENGINEER BBJ BELOW BOTTOM OF JOiST GL GALVANIZED PIPE PRS PREACTION SYSTEM 320,_ 06 i i ! STREET, SPACE 2 WALMART STORE#5935 PROJECT N0: 13-155-200 BBV BUTTERBALL VALVE GLV GLOBE VALVE RB RISER BRACE W%NCOUVER, WA. 98663 HENDERSON ENGINEERS BFP BAOTLow PREVENTER GV GATE VALVE Rn RiSER NIPPLE SPKR ON SHEET: 0 8325 LENEXA DRIVE BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPD STANDPK DRAIN RISER LICENSE 0R/ i'2219 WAI FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HiGH PLED STORAGE STP STANDPIPE RISER Dls DELLiGE SYSTEM Hv HOSE CALVE Up uP PIPIkG (TO SOURCE) C�1 7600 SW DARTMOUTH ST Dn DOVIN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY 'NPS %TT PIPE sYSTEA! P 360-718-8604 F 360-718-8603 DRAWING NO: FP 1 OF 8 - TIGARD. OR 97223 "-v����#�.�r•' �,.k _,�u�`�#„�'_"�S_,. _-....s_ ..i. a''�. t .�. '�,".�;r�.y`'�'s�'' �...,a sv 3 f� PROTECTION CRITERIA BASED ON 2007 NFPA 13 SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR SYS i SYS 2 SYS 3 SYS 4 TOTAL R HOSE MAXIMUM SPRINKLER TOTAL SPRINKLERS REQUIRED 1 288 ® 1" TYCO EC-25 TY9128 BRASS UPRIGHT 214 25.2 --- 294 285 278 857 OCCUPANCY DENSITY ALLOWANCE SPACING DESIGN BASIS CLASSIFICATION (GPM) (SQ FT) SYMBOL DESCRIPTION Q> 1„ TYCO ESFR-25 TY9226 BRASS PENDENT 214 25.2 ___ ___ ___ ___ SALES FLOOR 0.425/2000 SQ FT 500 196 CLASS I-IV ON SHELF TO 12'-0"; 13:TABLE 13.2.1; OWNER-ELECTED HYDRAULIC REFERENCE NODE POINT ® 3/4" VIKING K16.8 VK580 BRASS UPRIGHT 286 16.8 171 --- --- --- 171 (MISCELLANEOUS STORAGE) DENSITY CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD TENANT/OFFICES 0.20/1500 SQ FT 250 130 CLASS I-IV TO 5'-0"; 13:TABLE 13.2.1 CAP Q 3/4" TYCO TY-B TY4151 BRASS UPRIGHT 200 8.0 --- 1 17 5 23 (MISCELLANEOUS STORAGE) STOCK ROOM/RECEIVING AREA (RACK STORAGE) 0.60/2000 SQ FT 500 100 CLASS I-IV TO 16'-0", NONENCAPSULATED, CEILING SPRINKLERS ONLY, 13:FIGURE 16.2.1.3.2(d) G RISER NIPPLE/DROP NIPPLE 3/4" TYCO TY-B TY4151 BRASS UPRIGHT 286 8.0 --- --- --- 25 25 CURVE E, FIGURE 16.2.1.3.4.1. 8 FT AISLES, HIGH TEMP SPRINKLERS; OWNER-ELECTED DENSITY ® SPRINKLER RISER 1/2” TYCO TY-FRB TY3231 WHITE RECESSED 155 5.6 36 8 48 40 132 RESTROOM S/BREAKROOMS (LIGHT HAZARD) 0.10/1500 SQ FT 100 225 LIGHT HAZARD; 13:11.2.3.1.1 AND TABLE 11.2.3.1.2 STYLE 10 ENTRY VESTIBULES (ORDINARY HAZARD GROUP 2) MINIMUM 0.20/1500 SQ FT 250 130 ORDINARY HAZARD GROUP 2 (NO STORAGE); 13:11.2.3.1.1 AND p.® INSPECTOR'S TEST/AUXILIARY DRAIN ® 1/2" TYCO TY-FRB TY3231 WHITE PENDENT 155 5.6 3 3 --- --- --- 3 OR ENTIRE AREA TABLE 11.2.3.1.2 COOLERS/FREEZERS (MISCELLANEOUS STORAGE) MINIMUM 0.20/1500 SQ FT 250 130 CLASS I-li! TO 12'-0" ON SINGLE ROW RACK; 13:TABLE 13.2.1 \ HANGER 1/2- TYCO TY-FRB TY3231 WHITE SNLES1 286 5.6 --- --- --- 10 10 OR ENTIRE AREA I TRAPEZE HANGER PERPENDICULAR TO JOIST 1/2" TYCO TY-B TY3251 WHITE RECESSED 6. 155 5 STYLE 10 --- --- --- --- --- I ` TRAPEZE HANGER PARALLEL TO JOIST 1/2" TYCO TY-B TY3251 BRASS INTER' 200 5.6 1 --- --- --- 1 PENDENT ® 1/2- TYCO TY-B TY3351 BRASS HSW 200 5.6 5 --- --- --- 5 CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, K—FACTOR AND TEMPERATURE CLASSIFICATION 1" TYCO DS-1 TY3355 WHITE NSW 286 5.6 --- --- --- --- --- 1 2 3 3.4 4 4.5 5 5.5 6 6.5 7 7.5 g Q UNLESS PROHIBITED BY THE SPECIFICATIONS. „ 1 TYCO DS-3 TY5339 WHITE HSW 200 11.2 --- --- --- --- --- I PROVIDE 12 SALES FLOOR TYPE SPRINKLERS, 2 DRY PENDENT SPRINKLERS, AND 2 OF EACH OTHER TYPES „ .- OF SPRINKLERS PRESENT, TO BE LOCATED IN 1 TYCO DS-C TY3555 WHITE CONCEAL 200 5.6 --- --- --- 61 61 II FIRELINE ENTRY 6" LINE TO REMOTE I I I I I I SPRINKLER CABINETS IN SPRINKLER ROOM REF 1-FP3. I I i I I I 401 ESC I FIRE DEPARTMENT I 1" TYCO DS-1 TY3255 WHITE 286 5.6 CONNECTION I I I 1 I i I I I I I i I - -I- - - - - - - I-- - - I - - ®T AREA 1 - - - - - - t I e I l I i r , 40 t 11 1I t 40t4 1t40 1 4 1 4 11 4 i ? 1 10i C-■ I rX SYSTEM _�II11ii I kj�ht. ' ----___- -----_-__—�III-- __-6--p-_®_-A_,--_=�©I�A_- �_ �®►-fHe I ®eIIII., — -- II1I IIIKI1{ iIIiI(IIIIIIII IIIIIiIIiIiIIIIII ® o ® T, I� I S---A--Y ST----E_M__n1 10, 423 SF ® _B GDFE.3 G 4 Engineered at tn/ eeo .rnd�eT�t 9nI�r.C' Nd haxr"dcr'structures, truct resdj g Inc* tt F ! wd. Takeno exceptions 40 m I 0 I I s Reviewed as note SYSTEM 4 a Rejecte38649 SF I 40 go I® 40 il, ® ' 410 0 ' It ° I11 $ ® Not required for review 1- rH - - - - — Resubmit r — - - - - - - - — Corrections or commentsmade on n_ Ob ev ae B ® Oa A shop drawings during this+e�i /supplefomcompiti ELECTRIC BELL 'It 'It {Leve subc— ( ance requirements Of the rawings and o: = ® K — 41 speCif'cations it Review is for the Limited Purposes ofch go 40 , 4) 40 4 I K i ing for conformance with the est ocumentst-� : _ . expressed in the CA1 40 s , 40 — I m 41 41 40 G s — — I o At It 41 4 1 41 41 it 41 go 40 41 41 0 40 p � 0 1 PIPNAINKLERS AT ROOF 41 40 40 41 41 6 0 40 • ON SHOWN THIS PLAN. REFERENCE FP2.1—FP2.4 FOR AONAL AIN i 1 41 41 41 go it 4) 10 Q , I A I L—_J 40 ' i . K 1 i I i I 40 LI 4)� �y 40 40 41 41 41 6 40 0 ae 1 � .1. LL STEEL, IST ARE 30" KSP U . N . O. , I I go 41 141 40 ' ' STEELS LJOIST IAREAARE , 3 am16 41 4 ARE 6 $ UEEP U ■ INIX it ' I - SYSTEM 2 39, 251 SF 41 40 ' O41 q II I ® 41 C�D Ci f ?0 I0O 775P b oil i L 4 41 0 to O # 0 0 0 6 I 0, ERA SYSTEM 31 1 42,398 SFI U_ 0 1 20 4NATIONAL INSTITUTE FOR CERTIFICATIONFIRE SPRINKLER PLAN IN ENGINEERING TECHNOLOGIES rw rawrt of ft ft show ha 20'-0" Robert L. Knight Jr. fyArt ^ A j �0C go. � Q81 Yaw rm 00301% a 04 01 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS MMY DRAWING TITLE: DRAWN BY: 8 N FIRESTOP COMPAM IG2sHsT A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATRBRACE OVERALL FIRE SPRINKLER PLAN CHECKED BY B GREENESI CONSTRUCTION, INC. ACE ELEC. AIR COMPRESSOR EH1 EA HAZARD GP 1 W LIGHT HAZARD NO DATE DESCRIPTION 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EA HAZGP 2 WB LONGITUDINAL BRACE APPROVALDEPUTY FIRE MARSHAL Suite 300 AFG AOVE FINISHED GRADE FDC FIRE DP . CONNECTION OHI ORDINARY HZRD GP I Meridian, Idaho 83642 AFS ANTFREEZE SSEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZRD GP 2 6-20-13 FOR PERMIT INSTALL FIRE PRO TEC TION PROJECT NAME: SCALE: AS NOTED BBD BEOW BOTTM OF DECK FSR FIRE SPRINKLER RISER POC PONT OF CONNECTION 3203 65TH STREET, SPACE 2 WALMART STORE#5935 ENGINEER BBJ BUM BOTTOM OF JOIST GL GLVNZED PIPE PRS PREACTION SYSTEM PROJECT N0: 13-155-200 list BBV BUTTERBALL VALVE GLV GLOBE VAVE RB RR BRACE VANCOUVER, VA. 9$683 1SPKR ON SHEET.HENDERSON ENGINEERS BFP BAOKFLOW PEVER GV GATE VALVE Rn RISER NIPPLE EDRIVE BUTRFLY VALVE GGYPROFINISH SPD STANDPIPE DRAIN RISIR PROJECT ADDRESS: SPKR ONJOB: 12888325 LENLICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-14$2i ElFV LI LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER - DKs DELUGE SYSTEM WHosE vw.vE up UP PIING (To SOURCE) 7600 SW DARTMOUTH ST P 360-718-$804 F 360-7188603 Dn DONT! PIPING {TO SOURCE) IT INSPECTOR'SEST TASSY VMS WE - T PIPE SYSTEM TIGARD, OR 97223 DRAWING NO: FP 2 OF 8 PIPING NOTE: PIPING 0\YG rYLEYPIPING CONOI O ' A 13, ASTM A135 AND / OR ASTM A795.. 3' AND LARGER MAIN PIPING SCH 10 GROOVED ENDS WITH WELDED OUTLETS. 1-11T AND LARGER CH LINEPpP, teis GRID/TREE BRANCH LINES WHERE BRLINE SIZING REMAINS THE SAME ENTIRE LENGTH / F UN SCH 10 - GROOVED ENDS WITH WELDED OUTLETS. BRANCH UNE PIRIEill ARMOVERS, DROPS AND SPRIG& WHERE BRANCH LINE SIZING REDUCES ALONG LENGTH OF RUN SCH. 40 - THREADED ENDS WITH THREADED OR WELDED OUTLETS. F�UUC DMGN SYSTEM #1 AREA RECEIVING CALCULATE � SPRINKLERS 31 SPRINKLERS SPRINKLER 0.60 GPM/SQ FT DENSITY REQ'D AREA OF 2020 SQ FT DISCHARGE HOSE ALLOWANCE s00 GPkI SYSTEM FLOW 2361.4 GPM DEMAND 0 SRC SYSTEM PRESSURE 77.7 PSI DEMAND 0 SRC SYSTEM SAFETY 28.6 PSI OR 27% FACTOR ® SRC 2 3 3 . 4 4 4. 5 5 5 . 5 6 6 . 5 7 7 . 5 8 9 1 I I i I I I I I I I i I 5'-0" 6" LINE To el REMOTE FIRE SYS.1 AREA I I I I DEPARTMENTI I I I I hO/ 2020 60 FT CONNECTION 20-2* 7'-ss �'-sa 7'-sa �'-6D �'�sa �'-6» ,'-6» t''-{a �' sa �N » Tk4 TR3 TR9 TR2 4' �'- --� 7'-6" 7'-�» �' 6" 7'-sa ��-6' 7'-Sa 44'-6- $'-9" $'-9' �T-6" 8'-6" $'-sn �'!'�» -7'-6" �'-sa 7'-6" 6 9' ��-I?» ��-6a 7� 6r ��-5a �'-5a ♦1 3'-Sn 4' FP 3'-6• 4' 3'- ?la Zr s» a 3'_�" 4' DRAIN NAPPRO LOCATION 1 ! �-SYSTEM 1 1 )I II V I + 0-6 a — — � — PRI LER ♦ � — — — EDC s — m � � g,� 122 120 1 1 ,r 1� ♦ ! ®II I ZIP` PROVIDE SIDEWALL Ls [s �• [s z' ]s [s rs Ls I �s Ci �i s " --[ �--- —[ e [e [e7� [a [e [s [e [s [o j e ]s [s re i� Cb w w SPRINKLERS BELOW I I-Djt �-s I r I OVERHEAD DOORS TYP I � , g � e s 4 C144 C4 IN `� `� f �' �� "IN •E 7-6 -S " N 1 `� `� 4 `� 4 4 4 t° ° ° z 14 RECIEVING ' I RECIEVING 128 125 123 121 1,tM = T2 7 all w T2 ° 103 _I I IT T T1 ct3 T1 ct2 o1a t r-- -I al r I i I I e o ; 107 I_voicli T, i--I- ' b� LF __ '� o ♦ T-I - -s- I ' IVT 1 s as � � .�� T d m $> RECIEVING _ I 11 i 1 - -i T- OCE I t y 7-S -T-�-�- I .b• A � q q — ® J I A -. 128 ti ti ♦ ti♦ ti♦ 0•♦T?? 1 ♦ ♦ ♦ �, A ♦ �b ti ♦ ♦ ♦ 41 If11 '� 1 1 _ I �.' 11 c -_ 1 _ 1 1 I- L 2-tr 4-Bss 7-S tit 5-T 7-d p 5 i 7t8 M1-5' 7 2-0 7-8 4-7 11 7-S 3-1 7-tt 7-� - 5 8-9 5-10 MEN a --- _ - - i I I I R `n�11T i I I t IN INT IN IN N IN 1-1 IaV '� IN IN I N IN '^ � ~ I' qqa� q� I + -+'E:: �.I t• I I ::. r I I ^ilk d dj 04 r4* "►d I d "�d ab d nix n d n n n d i. I i 1 i - T1 Tt Ti _ Tt Ti Ti _ 4 T T T T Tt Tt ra 6- 3-- --1 ---'s - _ (-� '� — �_ - 1 1 Ia 18"x--1, 1 '81 20-6 F F f II _ I 1 �_ I _I i__� i l' I r I _ z --- ---1 - 1 I - �` ws i I 1 1 -- _j. ( I ly ( i I_+� AP ROVED AUXILIARY I I 1 SOT PROVIDE INTERMEDIATE LE o r �—i DRAIN LOCATION SPRINKLER WITH GUARD AT Iia I -- -- r I I 1 ` _ I_ I I �_�- I 1 I , SYSTEM 1 ! 4 4 q Cr 4 4 4 4 4 R 4 4 4 I -- I11 9'-0" AFF CENTERED ON I 1'-4n 6' S'-qw Tis �a 7 S» r'—g1H , r P ^ P o o --- -- ! I -I-- io COMPACTOR CHUTE OPENIN !` � g J (]L� « « g, I I a - s La s Z� a ja e s s a s • s • s • s s s s s -__ ___a _ io I : b - I L I I I woMF.N I I -r- i T� % ° 4 I -1 - 1-- I 1 I _ t-� I a — «7' Ce _ t• r I ..v , I v I I _ , I , , L� I o o • o a _ Icov -r Y-I,-i P ,I I IS�YA t; 8� OItI LN • M T- I' i' °�-1--I - - '-- - - ,.- �_ .� P h '� � '�, ., ! e -�-- -�- - - - •C: Tr2AINITdG - II - ♦ „ e{♦ N �♦ p ♦ a ° IX �♦ ♦ ♦q!! a — - - - - - - - � — , - - - — � - - - - .�r— - - i moi. —. - - . .- - - - - - - - - -- - - . . ♦ ^ - - COORDINATE Si: 0-o s-o 5-7 0-11 7-5 7-e 5-1 2-5 2-10 4-Wt 8-0 0-611 F SPRINKLER 1-FP2.3 1-FP2.3 ' PIPING WITH f— — ROOF HATCH ® — SPRINKLER PLAN SYSTEM 1 4 '� 3/32" = 1'-0" Engineered StfUCt1 rll InCw Reviewed:Take no exceptions> [3 Reviewed as noted Q Rejected SY 1 "M 1 ALL STEEL OPEN WEB JOIST i ® Nos bmitrequired fiat review ARE 30" KSP U.N.O. Re Corrections or comments: made on the; ALL STEEL JOIST GIRDERS o ;. shop dravvrngs during this review do not re-: ARE 60 DEEP U.N.O. Iter trorri cs:an�- Neve sutscontractaitsupp' SYSTEM SYSTEM SYSTEM 775 ante requirements of the drawings arld 4 3 2 l QQ _ �OREG specifications., �o Review is far the Limited purPOS"of v�,��1/ 10 Ing for:conformance with the design Cil Ry L O, cept etatressed in the contract dodo EXPIRATION DATE:12 j3f/f 4 KEY PLAN- NTS NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES roe rwardabar of�or�eatrig oboe that Robert L. Knf�ht Jr. rata-srssa Willi � c wMild in the kchrikill�a) moo)Vaud�a 00501 / LEVET. LII 1001 04 / OI / 2015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS ANY DRAWING TITLE: DRAWN BY 8 KNIGHT A/S AUTO SPRMLER DPS DRY PIPE SYSTEM LB LATERAL BRACE FIRE SPRINKLER PLAN SYSTEM 1 e GREEN ESI CONSTRUCTION, INC. ACE El AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION FIRESTOP COMPANCHECKED BY: 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LN8 LONGITUDINAL BRACE Suite 300 AFG ABOVE FINISHED GRADE FOC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 �RE PRO a� APPROVAL. DEPUTY FIRE MARSHAL Meridian, Idaho 83642 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL j EC TION PROJECT NAME: SCALE: AS NOTED 881) BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 1 8-5-13 FIRE DYNAMICS REVIEW DATED 7-22-13 ENGINEER BB BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM 3203 6 TH STREET, SPACE 2 WALMART STORE#5935 PROJECT N0: 13-155-200 Bev BuiTERBALL VALVE GLV GLOBE VALVE R8 RISER BRACE VANCOUVER WA. 98663 HENDERSON ENGINEERS BFP BACKFLOW PREVENrER GV GATE VALVE Rn RISER NIPPLE ' SPKR ON SHEET- 216 8325 LENEXA DRIVE BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPO STANDPIPE DRAIN RISER LICENSE OR/ 183279 WA/ FIRESCL9220H 0012-1482 PROJECTADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE NPS HIGH TILED STORAGE STP STANDPIPE RISER DLS DELUGE SYSTEM HV HOSE VALVE Up UP PIPING (TO SOURCE) P 360-718-8604 F 360-718-8603 7600 SW DARTMOUTH ST Dn DOWN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM TIGARD, OR 97223 DRAWING NO: FP 2.1 OF 8 PIPING NOTE= PIPING: STEEL PIPING CONFORMING TO NPPA 13, ASTM A135 AND / OR ASTM A795. 3A AND LARGER MAIN PIPING: SCH 10 — GR001ED ENDS WITH WELDED OUTLETS. 1-1/2' AND LARGER BRANCH LINE PIPING: GRID/TREE BRANCH LINES WHERE BRANCH LINE SLING REMAINS THE SAME ENTIRE LENGTH OR RUN SCH 10 — 0690OVED ENDS WITH WELDED OUTLET'S. BRANCH LINE PIPING, ARMOVERS, DROPS AND SPRIGS: WHERE BRANCH LINE SUING REDUCES ALONG LENGTH OF RUN SCH. 40 — THREADED ENDS WITH THREADED OR WELDED OUTLETS. A\ I_ HMRAUUG DESIGN I I I ALL STEEL OPEN WEB JOIST SYSTEM #2 AREA#2 ARE 30" KSP U.N.O. SALESAREA SPRINKLERS ALL STEEL JOIST GIRDERS CALCULATED 14 SPRINKLERS — — [. [s [s$�- [sib [a [.7} — — — — — — 14 ARE 60" DEEP U.N.O. ! SPRINKLER 0.425 GPM/SQFf 1-FP2.3 '� ! ! 11-2 I DENSITY REQ'D M M M M M M M M M M i 1 ( "t7 t t t f nO �o D SCHARGE 2097 SQ FT " 1 in HOSE ALLOWANCE 500 GPM C C C SYSTEM FLOW 1540.3 GPM A11 1,1 A 0 Ic A8 0 <'1 CS A8 11 f A ,�,1 AB '�'1 T O I'1 A4 ,' ® ��1 � �1 t- Al DEMAND 0 SRC - SYSTEM PRESSURE 83.7 PSI 1111s 1_9 11-5 8-7 3-5 12-0 fr-7 6-5 12-0 �7 9-5 1 7 1-5 13-0 6-7 B-5 13-6 o-� DEMAND 0) SRC A92 M M M M M M M M M04 ,L `t' PROVED / / FSYSTEM SAFELY 33.8 PSI OR 29% / �' DRAIN AUXILIARY 7 8 9 LOCATION SYSTEM 1 4.1 Eb i I I 4 Y q `� q 4 4 4 1—FP2.2 — ! — — — — — — — — — — 1—FP2.2 }— PIPING ROUTE SPRINKLER i ! ! ROOF DRAINS AROUND 41 ^ ^ j W TAU GG a�5 214 21a — — D _ 3-FP3.1 z ROUTE IRO N D { { � PIPING ROUND N OO DRAINS -W _ O O O Q eq O a O ® O O Z 21.3 209 204 L W { ! � 777771f N C4 - `., ® q 4 4 q 4 4 r� 212 208 aA 203 I I ! CD m S'-S° 12'-6° i ' 12' 12' 12' 12' 3' 13' _1Y_ `� `1' T 1 7 `P � � - 1 E `P My � BTB .yp �Q 211 207 202 Jy SALES ROUTE fi'-fi'4_121-6m t I' 12' 12' 12' 12' 3' 1 �3' 13'-S° 5'- MPNIMUM 36 IN RINKLERS SALES o AWAY FROM ROUTE SPRINKLER --RPING AROUND C14 INI w-tsq�.�~ I REF. DETAIL ( OOF DRAINS `4 °I' "� 4-FP3.1 4 N 2 1" 2-61 I I r >= df ROUTE � 208 20t SPRINKLERS I I MINIMUM 36 IN AWAY FROM L 1 « « REF. DETAIL CABLE- TRAY t-0 a e p { Pa 4-FP3.1 �I { N eQ.e 7 L1 1 w `� `� � `P `I' 1' °E i 1 I 3-FP3.1 ROUTE ROUTE SPRINKLER MINIMUM 18 IN PIPING AROUND AWAY FROM ROOF AINS { I DETAIL 5BUSWAY RFP3.1 `i' 4 4 4 `? 4 °I' `4 "P `� `i' �' `P ^ IN ROUTE SRRINKIERS ^ I AS MINIMUM 18 IN A—F + AWAY FROM �1 E10 ^ + l BUSWAY REF. ! I _ I 1 DETAIL 5-FP3.1 N « 44 44 e� qq eQ� 44 �a ,1� N ,�'� « `�,\'� « ry . e4 c� e4 c4 ale e4 e� c'v M I r vl Cs t ^ 1� [s �� i• �� i• ^ '�� ri r• Z. 65 ^awe S ^� _ _ 4 p _ . . _ . ( - tD N N N `1 j� 1'2 N N N N N T C If C I I {ryi E9 01 114 1.1�'� O ail O o,1 �"/ 2 ® I c All -5-4 "1/ 7-0 12-0 \=/ 2-0 *-0 11-0 2-0 13-0 6-0 7-0 13-5 `- � 0-6 �\� •b . .. .. .. . .... .. .. - ee�� qq a� e� e� �a g �' \ 3—FP3.1 J X. cL { ' cb 2 ( ai^e At_ �_�-_ I� --- 2—FP2.2 2—FP 2.2 — I .I I p r A < � •.' 1 I i I ? I I I I I I I Q Q 1 N P�iARMP�'CY , 1 SPRINKLER PLAN SYSTEM 2- 3/32"II � jr i i i �. 1• r• r. 1• t. = 1 -0 1 ; ; SYSTEM 1 EDC 01 I I I I A'-11' 7'-3' 10' 3' 13' 3' I I DO NOT ROUTE I I I I SPRINKLER MAINS APPROVED SYSTEM SYSTEM SYSTEM ABOVE ELECTRICAL , INSPECTOR'S engineered:Struc4Ut�t�r tis' PANELS � TEST/AUXILIARY DRAIN LOCATION 4 3 2 I SYSTEM 2 ,� ��Vi£WEd:Take no ext'��tit311S E'3 Reviewea as noted 775 Rejected' �`�REG . Nit required for n3�W i Q Resubmit, vF R r Corrections or comments made on the shop drawings during thisrhomy nco t re- KEY PLAN EXPIRATION DATE:12/31/14 SPRINKLER PLAN SYSTEM 2 Iteve subcontractor/supplier i ementftNTS ;3nC$ requirements of tate drawings 8rtd" 2 3/32" — 1'-0" specifications. Review.is for the limited purposes of check- 'Ing heck Ing for conformance with the design tort'` NATIONAL INSTITUTE FOR CERTIFICATION apt eXpresssd In the Wntraet documents IN ENGINEERING TECHNOLOGIES Gtr itearats Q1 tl�or�aaffiatin�wr t8at � � ��� �,{L Robert L. Y'night Jr. is owul a in W wfttw e�(s) B Into-aaMa s is�t �Ii. Calfs o(s)vagi>r 00:301 / LE'VEL IR 100184 04 / 01 / 2015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT ESI CONSTRUCTION, INC. A/S AUTO SPFMKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE FIRE SPRINKLER PLAN SYSTEM 2 CHECKED BY: B GREEN ACE ELEC. AIR COMPRESSOR EHt EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION FIRESTOP COMPAN 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LN8 LONGITUDINAL BRACE APPROVAL. DEPUTY FIRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OHI ORDINARY HAZARD GP 1 Meridian, Idaho 83642 AFS ANTIFREEZE �Tp,N FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL A UTOMA TIC FIRE PRO TEC TION PROJECT NAME: SCALE: AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 1 8-5-13 FIRE DYNAMICS REVIEW DATED 7-22-13 ENGINEER BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM 3203 65TH STREET, SPACE 2 WALMART STORE#5935 PROJECT NO: 13-155-200 CF BBV BUITERBALL VALVE GLV GLOBE VALVE RB RISER BRACE VANCOUVER, WA. 98663 HENDERSON ENGINEERS �' BACITLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE SPKR ON SHEET: 303 8325 LENEXA DRIVE BFv BUTTERFLY VALVE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER LICENSE OR/ 183279 INA/ FIRESCL922OH CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER 7600 SW DARTMOUTH ST DLS DELUGE SYSTEM W HOSE VALVE Up UP PIPING (TO SOURCE) P 360-718-8604 F 360-718-8603TIGARDOR 97223 DRAWING NO: FP 2.2 OF 8 On DOWN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WET' PIPE SYSTEM , PIPING NOTE: PIPING: STEEL PIPING CONFORL41NG TO NEPA 13, ASTM A135 AND / OR ASTM A795. 3' AND LARGER MAIN PIPING SCI«I 10 GROOVED ENDS WITH WELDED OUTLETS. 1-1/2' AND LARGER BRANCH LIME PIPING; GRID/TREE BRANCH LINES WHERE ALL STEEL OPEN WEB JOIST ' \ ERE ® CFI LINE SIZING REMAINS THE SAME ENTIRE LENGTH OF RUN SCH 10 - GROOVED ENDS WITH WELDED Off. ARE 30" KSP U.N.O. BRANK,H LIFE PIPING, ARMOVERS, DROPS AND SPFd ALL STEEL JOIST GIRDERS 11 HE BRANCH LIFE SIZING REDUCES AL LENGTH OF RUN ARE 60" DEE U.N.O. SCFI. - 'THREADED ENDS THR ED OR WELDED OUTLETS. 4 5 6 1-FP2.1 1-FP211 4 5 6 - V B t3 r _E o a 21-0 21-0 A21-0 2f-512 1-FP2.2 — — — — I — — — — — — _ 0 C-4 04 « \ w 'UN i� « e1, \ w « N a�! \i i Oi tV \ � r �* r v e 8-ra 10-5 1-6 12-0 7-5 4-6 12-0 t2-S4 44 0 5 0-512 « J S, 12-0 j 5-812 3-51: « „IS 12-0 5-612 1012 a ra w 5-3w `° w `? -01 T 1z T m T5 4 D - I AI `' A PROM E I I _ 1-FP2.4 •�, s Q GRdo D Q U 21-0 21-512 COUP NGS AT P ROUTE - - z� G - Q � 02,4 ,F wF � EXPAN ION SPRINKLERS ri`126-�—MINIMUM "'i- 4 T4 T4 T4 T4 AWAY FROM I I � BUSWAY REF. DETAIL 5-FP3.1 I 4 NQ 1 — 1 2 11: 01 C4 04 01 Of INo= 04 (Q(�� C14 04 C44 2-0 L -_-J Q 4 04 04Q Q ` cm Q = ; 1cc C - Q Q Q Q Q Q Q Q Q Q S 12 12 12 12 1 12 12 12 12 12j-S 12'-6"------6'-- POLITE o fj SPRINKLERS 6 IN c N cL cL s4 1Of P trV —— I 1 1 AWAY FROM (D- 21 111 - Q Q Q q Q Q �. eta CABLE TRAY Q r --, Q a?. - 1 _ REF. DETAIL q+ I �, i — 4-FP3.1 2 1 SALES /\T i _ y flyo I I i-06' 12' 12' 12' 12' 1 12' 12' i 2' I 12'-6' 6' Ol 0! 04ol C14N I 01 N 04 z cV - N I N - 2, I 1-0eqa _ 3-FP3.1 0 3-FP3.1 e+ It 41 1 `? X i1!' l T ( od `? `? 1 ROUTE oto SPRINKLERS PROVID SPRINKLERS _ MINIMUM 36 IN FLEXIBLE MINIMUM 18 IN—SPRINKLERS AWAY FROM GROG AWAY FROM SALES 12' 12 S" 1 REF. ETA1L EXPANN BUSWAY REF. DETAIL 5-FP3.1 ( C14 01 4-FP3.1 JOINT o - # Ol C14 eq IN NQ I R i44 4 41 S' _ 124 a 11-32 12-6 ,r _ 2-0 5-10 5-2 1 `r V LN7 cs T 04 `P 01 °P B °1 T5 T5 T5 T5 T5 T5 T1[L1 r 1 i I-1 8 � I-°-{ °i �) r-y � I � x �S YS / N r° �'' — - - - - — — - - - - - - - — — - - - - I II , � �- /� •� 9o1N I- -- -- -- — _ I LT _ 4] 4i-2-212 i1 1 � �I I I I �-9 ( • r��p .- i - tt T T TI T 10-0 -� 5-21 I Oyu r - ��, 15j9 ±: -- I -7 Imo- I -- I I i I I I I I I I , 4-t : 6-1 3- � 11-4 3 _ � - T3-FP3.1 -_�' -_- j°1 J I I I I I I I I I ' _ . E � -- �i L." �_ � �_�- 1 __ I I I 1 � I _ I_ I_ _ I_1 _ I �I _t •I • • _ P nn - -,-- I _--° I-- I--- __I T T T T °�T i T a •I R TE®AU • •w s c4 c4 eL e4 eL cL e4 e4-- — e4 e4 i FOOD 4-0 -_ I I I I ___I- 1 I I___-� I I i I I It WOM N SINK _ TEN NT �, : i I If_ t _ _T-T- I - MEN - - �- n d -- I - - --I-II I I I I \� ( TORAGEI I 1 I I • • 1 3 • • • • a 6 t° t° r' i° �s �° �° 1° {.. EDC Ii I I _i- I I II-_-_i I1 I I I I I I I ------ ----- I If DO NOT ROUTE I r I II SPRINKLER MAINS n « Q;° 04 10, 01 QQ IN IN Ol 01 04Q Q Q Q �° ABOVE ELECTRICAL 5 PANELS Q APPROVED (! , CASH PROVIDE FLEXIBLE CA - _ GROOVED COUPLINGS ATI INSPECTOR'S EXPANSION JOINT TYP TEST/AUXILIARY DRAIN LOCATION 7'-9r N 10' 1' 11' 12'-1' 1'-3" SYSTEM 3 _ CS n PROVIDE 1-1/2" I I t -� q 4 CONNECTIONS i FOR FUTURE I _ TENANT USE TYP — — — — — — — — — — — I — — 2—FP2.3 2—FP2.3 I I 1 I SPRINKLER PLAN SYSTEM 3 16 SPRINKLER PLAN SYSTEM 3 2 3/32" = 1'-0" SYSTEM 1 Engineered Structures, Is Reviewed: Take no exception [3 Reviewed as noted 0. Rejected SYSTEM SYSTEM SYSTEM ®` Not required for review= 4 3 2 ® Resubmit 775 ado an the ?.�t or comments; m ��REG Corrections shop drawings during this review do not re- �F Rti 10 lieve subcontractor/supplier from corran r L . 0 ante requirements of the drawings KEY PLAN EXPIRATION DATE:1: specifications. Review is for the limited pure Dees of check- NTS ing_for conformance with the design core reSs'ad in,the contract documents- NATIONAL INSTITUTE FOR CERTIFICATION cpt`eXp IN ENGINEERING TECHNOLOGIES The reoor&of this or nhatlou ahsw that n,� Robert L. �lglat Jr. 6- U41 is caetilged is the:Wmical areas) later-Bated STataw layout 7eelmia3 Qr1ifimu n ITo. Ce tiifealtz(a)Valid Thta 00301 / LLTM III 100184 04 / 01 / 2015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS y DRAWING TITLE: DRAWN BY: B KNIGHT ESI CONSTRUCTION INC. A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL DACE FIRE SPRINKLER PLAN SYSTEM 3 CHECKED BY: B GREEN ACE ELEC. Alli COMPRESSOR EHI EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION FIRESTOP COMPAN 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGflWNAL BRACE APPROVAL DEPUTY FIRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OHi ORDINARY HAZARD GP 1A UTONA TIC FIRE PRO Meridian, Idaho 83642 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL TEC TION PROJECT NAME: SCALE: AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 1 8-5-13 FIRE DYNAMICS REVIEW DATED 7-22-13 3203 65TH STREET, SPACE 2 WALMART STORE#5935 ENGINEER BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM PROJECT N0: 13-155-200 BBV BUTTERaU VALVE GLV GLOBE VALVE RB RISER BRACE VANCOUVER, HENDERSON ENGINEERS BFP BACKFLOW PREVENdTER GV GATE VALVE Rn RISER NIPPLEo SPKR ON SHEET 350 8325 LENEXA DRIVE BFV BUTIERFLY VALVE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER 7600 SW DARTMOUTH ST OILS DELUGE SYSTEM W HOSE VALVE UP UP PIRNG (TO SOME) P 360-718-8604 F 360-718-8603 TIGARD, OR 97223 DRAWING NO: FP 2.3 OF 8 Dn DOWN PIPING 0 SOUR R INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM 2 2.8 2.9 ROUTE BOTTOM ROOFING SYSTEM OF MAIN PIPING FLUSH WITH ROUTE BRANCHLINE _ PAINT SPRINKLER PIPE TO ,� OF BTTOM JOISTSTRUCTURE IN ® I MATCH ARCHITECTURAL ! i FiNISH HYDRAUUC DESIGN SYSTEM 4 AREAm3 I ROTIGUTE TO PIPING I j SALES FLOOR I SPRINKLERS WALL ' I ! CALCULATED 16 SPRINKLERS I ROOFING SYSTEM I ; of IsY RREQ'D o.42sGPM/sQFT ALL STEEL OPEN WEB JOIST ; L� HANGER TYP AREA OF 2008 SQ FT ARE 30" KSP U.N.O. ! ' i DISCHARGE ALL STEEL JOIST GIRDERS 4 HOSE ALLOWANCE 500 GPM _ ARE 60" DEEP U.N.O. i ff SYSTEM FLOW io99.0 GPM - DEMAND 0 SRC � SYSTEM PRESSUR!7 89.4 PSI DEMAND 0 SRC SYSTEM SAFETY 20.3 PSI OR 23% FACTOR 0 SRC I 1 2 3 , I 1-FP 2_4 _ — _ _ _ _ _ _ _ 1_FP2.4 — — I -- N 04 C14N C ._ �1 rte--' i.-BAK a v>• .t J t T--. i- 1 C14 C14 �1 It I T GR VESTIBULE SECI i ON NTS 05.29.09 F06-3 1508 ! I I 4 4 - 4 T PIPING NOTE: -- --T -1-- --- i i PIPING STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 AND OR' t---t- '� 1 2 3' ND/LARAMAJ PlP6NC;r SCH 10 GROOVED ENDS WITH WELDED OUTLETS. - -- •• I 1-1/2' AND LARGER BRANCH LIPS PIPING GRID/TREE BRANCH LINES A # INHERE BRANCH LINE SIZING REMAINS THE SAME ENTIRE LENGTH OF RUN C' I SCH 1® - GROOVED ENDS WIl'I-i WELDED OUTLETS. ANCrI-I LIN PIPING, ®V�R�', DR®P� AND �'P�e�'� , WHERE BRANCH LINE REDUCES AL LENGTH CF RUN SCH. 40 - THREADEDENDS WITH THREADED OR WELDED OUTLETS. 1 1 \ \' j i -- 3 oD - - - rr \ 1' /\\�t6 � //�3 3 ( i I 3-8 11 ti 12 � { i I - F--- —I 1 O-9 — Ff� IM `� `P '1' s °� °i `Q T `1' 9' `1' aP - - - v MECH Ii� I ( —iI 309 314 �� Le Ln 4 , , L• L-7$- «s m u ( �' ' ( a FREEZER 10-0 tt-0 — I 3-0 7-0 L 0 3-0 'n o —s —« —' L• n DAIRY 7 7 •� GROCERY « I 4 C2 FREEZER - �' COOLER W /) _ Q 9 I a i1 - N `�- ELECTRIC BELL « N00. N0011 V I 2-a = - -I _ 3013 N 313 - i o I ` _4 j� 1� o .' o `�1 0 1�1 a o c o I ,� ® `�1 ® aAll, 1 n C`* `y.- ,f6 ! I ' ' r r. r P r. T e. Eng eer.ed S ructu .{TMT-.\{a'i_ am "S 9-1 �'a - _ 1-8 $-5ia 5-Si: 3-3 4-3a 9a 4-O�a 7-19�sa 2-d 5-5�: 4-11 7-9 3-�a no ® ' ' , ' ' _ — — = 1 , 1-FP2.3 RevtevvT}c.TanQtedexceptidrl ON B5 � N N- - 813 , � � � I �' -W � � -_ `� � E � T Q Reviewed i35 r 3-FP3.1 .11 ROUTE SPRINKLER ' ' PIPING AROUND ROOF ° ° i [3 Not required for review C 2 307 312 - Q I DRAINS I _ � o d Not eq � Resubmit t 12' 12' +o' 11' 1' t 2' 12' 2'-fat' 12'-71' -4'-6"- _ Cr T P `� :EI � � � ITAPPROVED AUXILIARY _ Correct or comments: made Orithe; DRAIN LOCATION i shop drawings,during this review do not TO 4 I SYSTEM 4---� lieve'subcontractorlsugp tier from Corripli I ante requirements of the:drawings ar1s1`. specifications. - - � � N 7 7 q � 4 Review is for the limited purposes of dt ing for conformance with the design con d in the contra _i 2expressect ROUTE SPRINKLER Q SALES N ( N 4 4 7-U it-01 d I Q PIPING AROUND ROOF I t__ _ I I ' ae (1 - E DRAINS -- - -1-41- ( I - I I u MI TI TYC-4 C-4 `? 4 q 4 `Z014 4 rnL z-- I I lRODUC�- - -10 --! - PREf'-I \/ \ \fir \ \ _ cL eL c4 e� e4 c4 cQi /,� `j' + « \ Cv Ll -- --------- - 1 -8 !V \ _ I n ! I n O R t \ \ \ - I O 1 1 i 1 1 1 f » — t s t TFP3.1 f ! f 1e t » i " ! ., _i 2 -8 11 1 12 12 10 131 1 12-1 12-7 4-S - B °_� 'Q 't' '� /A MEAT i I - AN 1� 8 yi1 F7 ,`�� I � 0 11 F9 �+'► '\'1 Fi0 �+ 1°1 o COOLER ( Le ¢-3r aT_ _ �i a ' \ \6-5fa a 4 B-ra 3-4ia 12-0 3-Nia `� SALES F3 N --- a «/ \ IL• L, h `� I `moi '� X "i' r r /< , \ N = F EEZE - - --- -- E -� , . _ S. I . _» » ZONE OF INFL- BC R "'1-. 1 r i 112 , - i - e I8-0 14-0 ROUTS SPRINKLER BAKERY x ' .1, T °�► 1 � PIPING AROUND ROOF FREEZER { �. w DRAINS B ROUTE - •-� r r •-� '-5' ® ' 4 --T- --- - ---T� 1 _« P PRI GK ROUND t I' ° ° 12 3141111 I I ! REFRIGERATION 10-0 10-0 9-6 10-01 7 L 3-4 2-B S-0 $ 1 tRtNG-DRO oo ; - I - -- --- - I-- !-it ---� I `I' I I � � � � T04 — — -- ----► E i _ SYSTEM 1 � a 4' 11 2'-1n t"I OIST " .- I VESTIB LE fo. i APPROVED INSPECTOR'S TEST/AUXILIARY DRAINkit _�----- 3- $-3 8-$ 7' LOCATION SYSTEM 4 n - -gA1( CART ca SRAGE -1 _ I— TY - _ _ _ _ SYSTEM SYSTEM SYSTEM � 775 2-FN2.4 2-FP2.4 4 3 2 Zn l -Sl EG o`er .� I 4'13 �I I 3- 0 4 8 16 NOTE: COORDINATE EXACT LOCATION OF vF�r 10 I ( i 53/ � � LER P �l�1 � �Y TEM '�1" SPRINKLERS AT COOLERS/FREEZERS WITH LLIGHTS, EVAPORATORS AND OTHER EXPIRATION DATE:12/31/141 ; ; ; i 32" = 1'-0" OBSTRUCTIONS. NOTE THAT FINAL LIGHT AND EVAPORATOR LOCATIONS MAY DIFFER FROM THOSE SHOWN ON PLANS KEYPCOORDINATE EXACT LOCATION OF NTS SPRINKLERPLAN SYSTEM SPRINKLERS AT COOLERS/FREEZERS WiTH 2 3/32" = 1'-0" LIGHTS, EVAPORATORS AND OTHER OBSTRUCTIONS. NOTE THAT FINAL LIGHT NATIONAL INSTITUTE FOR CERTIFICATION AND EVAPORATOR LOCATIONS MAY DIFFER IN Ero rwords oRtING ubatkaTECw tMt IES c��g FROM THOSE SHOWN ON PLANS Rob � aJr. �} Irl s lapaut rechUMM�a¢ UMt2niml Nm C a s)yam rm 00301 / LEVEL III 100184 04 / 01 / 2015 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES &REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT ESI CONSTRUCTION, INC. A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE WAY FIRE SPRINKLER PLAN SYSTEM 4 CHECKED BY: B GREEN ACE ELEC. AR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION Ilk 1 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE FIRESTOP COMPA. APPROVAL: DEPUTY PRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE MC FIRE DEPT. CONNECTION OHi ORDINARY HAZARD GP t Meridian, Idaho 83642 ,AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL AUTOMA TIC FIRE PROTECTION PROJECT NAME: SCALE: AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 1 8-5-13 FIRE DYNAMICS REVIEW DATED 7-22-13 3203 66TH STREET, SPACE 2 WALMART STORE#5935 ENGINEER 813J BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTiON SYSTEM PROJECT NO: 13-155-200 BBV BUiTERBALL VALVE GLV GLOBE VALVE RB RISER BRACE VANCOUVER, WA. 98663 41s HENDERSON ENGINEERS WP BAC*UW PREMITER GV GATE VALVE Rn RISER NIPPLE SPKR ON SHEET: 8325 LENEXA DRIVE SFV BUTTERFLY VALVE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RiSER LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECTADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER 7600 SW DARTMOUTH ST DLS DELUGE SYSTEM HV HOSE VALVE Up UP PiPING (TO SOURCE) P 360-718-8604 F 360-718-8603 Dn DOWN PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WEr PIPE SYSTEM TIGARD, OR 97223 DRAWING No: FP 2.4 OF 8 �.. .. .r a.-v m ar ... r.z-s.n.^. .. .. .. _. .a+'..aS:'RT .. _ ...... -r. .. _...'{ a"t. ..Y,. �. �•{-. .. .. .. _ ar+. .. . _x - f .z's`_ •--3,m.,. ..: ♦ ."'9^'. .S ... e _... ....... ..� ..:..4,.'.}Y.`... .+A .er ... .... .. .-. - _ - .. . - .'.^.rrTm� .._ -.... ._ 'r 2... . . ., 'T"'". SY.y'� �' - ..�v1�vt..,.w2:a.,a.•�d :>b•.°�^w�. ...Via.:-• ... . _- v ,'..YC -. .. -. r .. a .. _.,. .... .... _ .-. M1.;".=,. .. ..'E:`�.. ..5*,"o-rR'e c 1'� ,en�aY z '.�"..iu'£�'• 53,a.s',Z:._t..a(. '�.�^'.'r"1sa�:.. Le....a.. �..-'X_+....vt,.+.a..v^. Y : . -..+' "S . r .- .. b. "'�'.. . e..a- xx .. r 7L'. .. �'. a. • .. �3: . .. .+ y. a .. . 4..x .. ^_Y b 3mh21..i�'1>. t3, 6. . .. ..._. _ .. a. .. "T .. -. :? ,.'Fi"'s t .+r... S. ... ..:"_.`'d'. m. .. W. ,.-..: r .tea'. ..._�....... . ♦. .... ,. .^�'_• ,.-t ,. �... y.._ca.sa..,..S:i.E° .2L�_�.d�'#[`...._....4t.3.,.�L'v..+.rs.lwv`.6�e'II} Lx �u" R?t E SPRINKLER MAIN ; 1" SHOULDER NIPPLE 1" GLOBE VALVE CHAIN-HUNG SIGNAGE MUST BE VISIBLE AT ALL 1" PLUG w AREAS z o AUXILIARY DRAIIN 5 NTS 10.30.07 F25 OPTION A INSTALLATION PROCEDURE OPTION B INSTALLATION PROCEDURE 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION CEILING PANEL FROM BELOW. LOCATE HOLE AND REQUIRED SPRINKLER ' IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP f SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION 2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. REQUIREMENTS. INSERT BOOT PRIOR TO MAKE-UP WITH PIPING, 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF PROVIDE 4-WAY BRACE TOP OF CEILING PANEL WITH OPEN-CELL POLYETHYLENE FOAM BACKER ROD. FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN AT TOP OF RISER EXPANDED FOAM IS NOT PERMITTED. ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. TIz4 �� T111 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND 4" PRESSURE GAUGE 2" TEST AND DRAIN VALVE WITH ' THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE 4. APPLY STRAP TIES ON BOOT AROUND DRY SPRINKLER BARREL PER SIGHT GLASS AND SMOOTH BORE SYSTEM MAP ' WITH SEALANT MANUFACTURERS INSTRUCTIONS MANUFACTURERS INSTRUCTIONS. CORROSION RESISTANT ORIFICE WITH FLOW EQUAL TO ONE SYTEM MAP N z SPRINKLER. VALVE SHALL INCLUDE 1 1 !-4 A PRESSURE—RELIEF VALVE SUPPLY FROM WET SUPPLY FROM WET PIPE TO MANIFOLD DRAIN TYP _ PIPE SPRINKLER SYSTEM PIPE SPRINKLER SYSTEM cVANE TYPE WATER FLOW SWITCH TYP SPARE SPRINKLER -- TSE WITH PLUG TEE WITH PLUG M CABINET TYP o 0 0 o HYDRAULIC PLACARD X TYP Q O.S.&Y. VALVE WITH O n o ® o 1" DRY w 1" DRY 2 NYLON STRAP TIES N TAMPER SWITCH TYP BR4 �3 �1 — BUTTERFLY CONTROL VALVE SPRINKLER DROP r SPRINKLER DROP (INSTALL OPPOSITE DIRECTIONS) WITH TAMPER SWITCH _ �� 800 „ DOW CORNING 739 co a TYCO RUBBER SEAL SLEEVE THROUGH FLOOR. SIZE >� FOAM BACKER ROD PLASTIC ADHESIVE z w BOOT MODEL DSB-2 z_ w TO PROVIDE 2” CLEAR SPACE 8" 1" AUXILIARY DRAIN FREEZER/COOLER FREEZER/COOLER SEALANT PER BOOT AROUND PIPE AND FILL WITH 6" PIPE TO MANIFOLD DRAIN CEILING z CEILING MANUFACTURER z MASTIC REF 2-FP1 PIPE SUPPORT MINIMUM �a ¢ - - � 2" DIAMETER TYP z z — FLOOR 2 SPRINKLER CUP GLOBE MODEL GL5681/ SPRINKLER CUP TYCO MODEL TY3555 TYCO MODEL TY3555/ CONCEALED 200'F DRY TIE RODS COVER PLATE VICTAULIC V3301 COVER PLATEPENDENT SPRINKLER TIE RODS 2J CONCEALED 200'F DRY 2J' (NO SUBSTITUTIONS) A PENDENT SPRINKLER ELEVATION A OPTION A (NO SUBSTITUTIONS) OPTION B 5 NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT FREEZER/COOLER USING ONE OF THE OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED. FREEZER COOLER DRY PENDENT SPRINKLER I NTS 09.30.11 F19 0 I W I I FIRELINE �� 6" TO REMOTE FIRE CHECK VALVE ( I ( DEPARTMENT I CONNECTION —EXTERIOR WALL Engineered Str'uCtUre% I RevieweG°Talo no exception 1" SUPPLY FROM _ �— _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ J C1 Reviewed as noted } ZONE _-------SPRINKLER SYSTEM i N FF 8114 BR3 BRI BR2 ® Rejected C1. Not required for review FASTEN SECURELY TO I I I (❑ Resubmit WALL G' '.Corrections or: comments made on the shop drawings during this review do not re- I Neve subcontractor/supPlier from compli` A I ante requirements of the drawings and i specifications. Review_is for me limited Purposes of che&' I ing for conformance with the design-c' I rept expressed in tho contract.docum BRANCH UNE I I ( >3 11' 6" I � . — . — . — . _ . _ . — . _ . — . — . _ . — . MOSS-HAMHEI7 AREA IS-THE-ffAXMM ALLOWABLEAREQ TO-IBE— USED FOR SPRINKLER SYSTEM RISERS AND BACKFLOW PREVENTERS. I I INSTALLATION MUST ALLOW FOR ALL REQUIRED MAINTENANCE ACCESS WITHIN CROSS HATCHED AREA DOOR TRACK W 1" GLOBE VALVE I I DOOR 1" GALVANIZED N WITH SIGNAGE WALL PLATE NORMALLY CLOSED i 1 GALVANIZED 45 SEAL OPENING WITH DEGREE ELBOW GROUT AND PROVIDE I / PLAN VIEW 7775 SIDEWALL HEAD1­1INSIDE OF WALLCHEON ON �OREG k k SMOOTH BORE CORROSION / q p� SPRINKLER GUARD RESISTANT OUTLET WITH FLOW EQUAL TO ONE SPRINKLER WITH SEAL ESCUTCHEON TO _ _ !/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . __ _ _ _ _ _ _ _ vF� f0 NOTE: HANGER SUPPORT ROD IS NOT SMALLEST ORIFICE. (OMIT WHEN WALL WITH CONTINUOUS � L- �''- � RY TO BE SUPPORTED FROM THE DOOR ONLY AUXILIARY DRAIN) SEALANT FILLET EXPIRATION DATE:12/3i N TRACK. HANGER ROD MUST BE FLOOR r SUPPORTED FROM ROOF STRUCTURE SPRIN�LKER RISER ROLL- UP DOOR AUXILIARY TEST NT 7FQi-4 a 3 NTS 10.30.07 F32 2 NTS 10.30.07 F12 S 0 NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES ro rewds of eds :Imv tkt Robert L.. Knight Jr. 64. t"e to ce 0al to the WdmtW&*4 later-ftaa BYaa lay-It ?Whdd=Calffimtkaa 11m ca eU*8)Tom rm 00301 / LEVEL IIg 100104 04 / 01 / 2035 REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES&REVISIONS DRAWING TITLE: DRAWN BY: _ B KNIGHT ESI CONSTRUCTION, INC. A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE OMPAN', FIRE PROTECTION DETAILS CHECKED BY: B GREEN ACE ELEC. AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION YnjjrARE�11 F TOP ,� _ 3330 E. Louise Drive AFF ABOVE FINISHED FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE w APPROVAL DEPUTY FIRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 TIC F PRO TION,Meridian, Idaho 83642 AFS A�FR� SYSTpt FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL /i PROJECT NAME: SCALE-- 880 CALE AS NOTED BBD BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POII•tf OF CONNECTION 3203 65TH STREET SPACE 2 WALMART STORE#5935 ENGINEER BBJ BELOW BOTTOM OF JOIST GL GALVANIZED PIPE PRS PREACTION SYSTEM } PROJECT NO: 13-155-200 BBV BUTTERBALL VALVE GLV GLOBE VALVE RB RISER BRACE VANCOUVER, WA. 98663 SPKR ON SHEET: 0 HENDERSON ENGINEERS BFP BACKFLOW PREVENTER GV GATE VALVE Rn RISER NIPPLE 8325 LENEXA DRIVE BFV BUTTERFLY VALVE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER 7600 SW DARTMOUTH ST OLS DELUGE SYSTEM W HOSE VALVE Up UP PIPING (TO SOURCE) P 360-718-8604 F 360-718-8603 TIGARD, OR 97223 DRAWING No: FP 3 OF 8 On DOWN PIPING (TO SOURCE) D INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM _, r .. a __ _. r. .. .... .,� -•......-......�_.... e...e.a—......A..... '°� .._ _Ei . .. a C .: .. .. '.t c, _:� £?S:'" ___ _ u . �... _ v-, T"".x :.. ,_ .. .n, a _ _A �r� _ -i.xc .uav.�v-r --..��._-_... ...... Y` f[•`3Yot. . .., .+'F'R�. .. .. _._.. _ .._ ..-. _ .. • aa�a.•u-.._ (�� v' w_.a_—�.aa+m+vwLCG:. ��b.�� '�..4 .. .. r ...�>.a—.iw_a-a3asa. I .iie' 1• .Y.ed� '�i.�f•I 36 Y :w i t:.a!3'Li[ZL.StimbsS lk' iT9' ��_—. ._•—..m=sir .��1 —_—:ro.ev mrr.'�.��..�•ru.•_r...a�=... .3a".li C..+r. '.� �N "x? 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP - -� GENERAL SPRINKLER INFORMATION A 1/2- ALL THREAD ROD l 1. NAME AND LQCATION OF FACILITY: WALMART #5935, TIGARD, OR FENDER WASHER & HEX NUT 1/2" ROD COUPLING 2. PRESENCE OF HPS/RACK STORAQE: RECEIVING AREA \ 1/2" HEX NUT 3. MAXIMUM HEIGHT OF ST R0 AGE: 16 FT AT RECEIVING; 12 FT AT SALES FLOOR AND GARDEN CENTER 1/2" ATROD 4. AiSLE WIDTH PLANNED 8 FT AT RECEIVING, 5 FT AT SALES, 5 FT AT GARDEN CENTER 5. COMMODITY CLASSIFICATION: CLASS I—IV 6. ENCAPSULATION OF PALLET LOADS' NONE / \ 7. PRESENCE OF SQLID SHELVING: NONE 1 S. FLOW TEST DATA: REFER TO FP1, WATER SUPPLY INFORMATION SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: \ RING HANGER 9. PRESENCE OF FLAMM101EZCOMQUSTIBLE LIQUIDS• COMPLIES WiTH NFPA 30 AND FIRE CODE LIMITATIONS FOR MERCANTILE OCCUPANCY 10. PRESENCE OF HAZARDOUS MATERIALS: COMPLIES WITH FIRE CODE LIMITATIONS FOR MERCANTILE OCCUPANCY Flexible Couplings Shall be Installed as Follows: TYPICAL BRACE ARRANGEMENT All Thread Rod 11. PRESENCE OF OTHER SPECIAL STORAGE: NONE Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping 2 1/2 in. or larger to move differentially with the individual <x 0-6" 12. LOCATION OF AUX/LOW POINT DRAINS: PER AS—BUILT SYSTEM AND PLANS sections of the building to which it is attached. Couplings shall be arranged to coincide with Typical Both Ends structural separations within a building. 13. ORIGINAL MAIN DRAIN FLOW TEST RESULTS: CONTRACTOR TEST RESULTS TO BE DETERMINED The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3 (1) thru (6). SiZE OF SPAN BETWEEN SIZE ofT# Double ring hanger 14. INSTALLING CONTRACTOR: CONTRACTOR NAME TO BE DETERMINED 2"X2"X1/4" SQUARE WASHER-/ TYPE PiPE STRUCTURAL MEMBERS TRAPEZE MEMBERS A DIM B DIM QTY assembly w/ATR INSTALLATION NOTES: ° T1 6' 5' - B" 3' SCH 10 6'-2' 2'-2' 3'-6' 19 N1 15> PRESENCE f LOCATION OF AUX SYSTEMS: NONE 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE J4 FASTENER SHOP DRAWINGS. DEVIATION FROM PLAN LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE #y T2 6' S' - s" 2-1/Y SCH 10 6'-2' 1'-5' 4!-5* 4 PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. NOTE: MUST USE RETAINER HANGER �� 1" SCH-40 PIPETYP.PLAN SYMBOL O T3 6" 6' - 2" 2-1/2' SOH to 6'-8• V-8' 4'-7• 7 2) IT IS ACCEPTABLE TO USE BRACE ANGLES NEATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE STRAPS IF TOP BEAM CLAMPS �0 7'0• MAX LENGTH CALCULATED. I.E. BRACE ANGLE B (45'-59') WAS CALCULATED. IT IS OK TO USE ANGLE C (60' - 90'), BUT ARE USED FOR HANGER (3,061 LBS) T4 6' 4' - s' 2-1/2" SCH 10 5'-0' V-5' S-2' 5 ANGLE A (30' - 44') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. OR T5 4• s' - o• 2-1/2• SCH 10 s'-s 2'-r 3'-,0• 11 TRAPEZE HANGER A BLY W/ PIPE 3 SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS, CONNECTION. ) BRACE 1 1/4" SCH-40 PIPE ATTACHMENT 9'0" MAX LENGTH SCALE: N.T.S. NOTE: PER NFPA 13 9.3.5.3.5 AND 9.3.5.4.2. 1 INCH MINIMUM EXTENDED (4,145 LBS) 1) LATERAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24' THROUGH BRACE SPAN OF PIPE SIZE OF PIPE TO BE HUNG TO COMPENSATE FOR OTHER THAN MIDPOINT OF THE CENTER LINE OF THE PIPING BEING LONGITUDINALLY BRACED. TRAPEZE SCH 1' 1 1/4-1 1 2' 2' 2 1/2' 3" 1 4" 1 6" 8" PIPE PLACEMENT ON THE TRAPEZE ASS2) LONGEldBLY OF THE ITUDI A LINE OF SHALL BEING LAT BE BRAC® 1 SWAY ED TO ACT S LATERAL BRACES IF THEY ARE WITHIN 24" 1'6" 10 " 1" 1" 1" I. i' 1 1/4"1 1/4'1 1/2' THE FOLLOWING FORMULA MAY BE USED TO COMPENSATE FOR THE SIZING OF THE MEMBER: CONTRACTOR MUST USE ATTACHMENTS & SWIVELS WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. 401 1/2' 2' 1 1/4'1 1/4"1 1/ 1" 1" 1' 1" 1" 1" 1 1 4"1 1 4'1 1/2" L — a—b 1' 1' 1" 1 1/ 10 z 4" 4" TYPICAL BRACE FITTINGS 40 1' 1" 1' 1" 1 1/4't 1 4'1 1/4'1 1 2' 2" INHERE: 2'6" 10 m 1 1/4"1 1/4"1 1/4"'1 1/4"1 1/4'1 1/4"1 1/2" 2" 2' L = EQUIVALENT LENGTH EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES 40 1 11/4 1 1/4-1 Ile 1 Ile 1 Ile 1 Ile 11 2" 2" 2' a = DISTANCE FROM ONE SUPPORT TO LOAD SWIVEL SWIVEL SWIVEL 3'O' 10 a 1 1/4'1 1/4"1 1/4'1 1/4'1 1/2'1 1/2'1 1/2" 2" 2 1/2" b = DISTANCE FROM THE OTHER SUPPORT TO THE LOAD 40 4; 1 1/4'1 1/4"i 1/4"1 1/4"1 1/4'1 1/2"1 1/2' 2' 2 1/2' FOR EXAMPLE: _ , » » » » L = 4 • 2' * 5' = 40' = 5.72' BRACE PIPE BRACE PIPE 40 10 `"' 1 1/2-1 1/2-1 1/2-1 1/2 2 2 2 2 1/2-2 1/2 ' ' i FASTENER I FASTENER 2 + 5 7 SWIVEL B(T1fPECAL)E 40 X 1 1 4"1 1 4"1 1 2' 1 1 2"1 1 2'1 1 2' 2' 2 1 2'2 1 2' » » » » A » » » q » 5.72' ROUNDED TO 6'. TO DETERMINE THE PROPER SIZE OF 50 10 2 2 2 2 2 2 2 1/2-2 1/2 3 PIPE TO HANG FROM REFER TO TABLE FOR THE APPROPRIATE ATTACHMENT ATTACE CHMENT 40 N 1 11Z i 1 2" 2' 2' 2' 2' 2' 2 l./2-2 1 2" (TYPICAL) PIPE SIZE TO BE HUNG COLUMN AND THE CORRESPONDING ' » " » q / » / » " » TRAPEZE MODULUS ROW FOR THE 6'0" SPAN AND CHOOSE THE PIPE CLAMP 6 0 10 �, 2 2 2 2 2 2 1 2 2 1 2 3 3 FIGURE B FIGURE C 40 E3 2' 2" 2° 2" 2" 2" 2 1/2"12 1 2' 3' CORRECT SIZE OF PIPE TO BE HUNG FROM. LOAD PERPENDICULAR LOAD PERPENDICULAR LATERAL BRNCE LONGITUDINAL BRACE FOUR WAY BRACE 7'0" —10-8 2' 2" 2' 2 1/2"12 1/2"12 1/2'2 1/2" 3" 3 1/2" FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE 40 I 2' 2" 2' 2' 2" 2 1 2'2 1 2"2 1 2" 3' OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER CONTRACTOR MUST USE ATTACHMENTS & SWIVELS WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. EXTERIOR WALL FASTENER DETAILS 1/2" WIDE MOUTH i FASTENER i FASTENER TOP BEAM CLAMP I< 2"4-0/4• SQUARE WASHERATTACHED WITHIN TOP OF JOIST 3 1/4• 3" OF JOIST GIRDER PANEL POiNT 1/2" TOP BEAM CLAMP ATTACHED HANG 4 AND 6 INCH PIPE WiTHIN 3 INCHES OF PANEL POiNT •'• ' . 1/2' BOLT WiTHIN 3" OF PANEL POiNT PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 FIGURE H FiGURE I STEEL WEB JOIST SUPPLY MAIN LOAD PARALLEL LOAD PARALLEL s"'" SWAY BRACE ADAPTER y~� ':' 3"MAX INCHES OF PANEL POINT FASTENER INTO FACE FASTENER INTO FACE EL t • SWIVEL FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER 1/2" EXPANSION .' i• .. ROOF DECK WHERE POSSIBLE, USE TRAPEZE HANGER WHERE BRACE PIPE a° ®° JOIST PANEL POINTS TYP JOIST WEB CONFLICTS WITH THRU BOLT /I SHIELD a.. :.•a BRACE PIPE 1/z" QUOR 11 ICK BOLT . . . 1/2" ALL THREAD ROD 6" 3" 24" MAX DECK TYP MAX MIN (6) STEEL BAR JOIST (B) CMU WALL 1/2" FENDER WASHER, LOCK 1/2" THRU BOLT (60' MIN) 1/2" EXPANSION SHIELD / QUICK BOLT (45' MIN) WASHER, AND NUT TYP — 2550 LBS 1782 LBS *(1744 LBS MAX) *(1744 LBS MAX) T BEAM MPTP TO HORD -3.5" 11 2.5" .25" FASTENER (B) ONLY ALLOWED ON FOUR WAY BRACE FOR 8" MAIN USE 4 x 4 x 1/4 OF J T NGL WHERE LOAD IS DISTRIBUTED ACROSS TWO CMU ATTACHMENTS ANGLE DRILLED WITH MAXIMUM SEISMIC CALCULATIONS BASED ON S-10 MAINS. CONTRACTOR SHALL BE RESPONSIBLE TO REVISE CALCULATIONS U-BOLT STYLE STRAP 9/16" HOLES (MAXIMUM 6 FT AND ADD BRACES AS REQUIRED SHOULD LIGHT WALL PiPING BE USED. RESTRAINED WITH MINIMUM SPAN ALLOWED) MAINTAIN VISIBLE CLEARANCE BETWEEN CONTRACTOR MUST USE ATTACHMENTS & SWIVELS WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. 3/8" FENDER WASHER, FOR 6" MAIN USE 3 x 3 x 5/16 PIPE AND JOIST MEMBERS TYP WEAKEST LOADS REDUCED PER NFPA-13 FOR 60 DEG. MIN. ANGLE: (2015 LBS / 1.155) = 1744 LBS MAX LOAD LOCK WASHER, AND NUTS ANGLE DRILLED WITH MAXIMUM _ JOIST GIRDER 9/16" HOLES (MAXIMUM 6 FT 6 INCH AND SMALLER PIPE 4, 6 AND 8 INCH PIPE 8 INCH PIPE SPAN ALLOWED) SEISMIC BRACING DP E�ZE P IPE SUPPORT MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS 7 BEAM CLAMP THRU—BOLT BEAM CLAMP NTS 08.13.08 F02-2 NT 5 10.30.07 F30 NOT TRAPEZED NOT TRAPEZED TRAPEZED 4" PIPE EVERY 12'-0" 4" PIPE EVERY 12'-0" 4" PIPE EVERY OTHER JOIST EVERY OTHER JOIST NOT NECESSARY 6" PIPE EVERY 6'-0" 6" PIPE EVERY 12'-0" 6" PIPE EVERY JOIST EVERY OTHER JOIST NOT NECESSARY DECK TOP CHORD OF JOIST 8" PIPE 8" PIPE EVERY 6'-0" 8" PIPE EVERY 6'-0" DECK TOP CHORD OF JOIST NOT ALLOWED EVERY JOIST EVERY JOIST EC-25 OR STANDARD EC-25 OR STANDARD PIPE RUNNING PERPENDICULAR TO JOISTS UPRIGHT SPRINKLER UPRIGHT SPRINKLER 6 Engineered structures, Inc. 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP `�_fM_A SPRINKLER 1BRANC NNE 1 —0 ,. SPRINKLER BRANC INE Reviewer;Take rTo`except+0rte> � CI Reviewed a$:noted 1/2" ALL THREAD ROD / \ ❑ RejecTeo �EF��C�O i 0 Not required for review OBSTRUCTION TO DEFLECTOR �RUC�`ON U CL�,RPN 1 " UM CLEARANCE BOTTOM CHORD OF JOIST FENDER WASHER & HEX NUT / ❑,ReSubmLt 18 MINIM BOTTOM CHORD OF JOIST ELECTRICAL 08S „ M\NSM ELECTRICAL ,,p Corrections or comments made on the. BUSWAY CABLE TRAY ^ ^ \ _ shop drawings during this review do not re 3.5 X 2.5 X .25 ANGLE tier from COMP11 TRAPEZE REQ'D FOR 6" MAINS Neve subcontractortsf t „ Ince requirements of the drawings' and 4 X 4 X .25 ANGLE 'D FOR 8" MAiNS TOP CHORD OF JOIST TYP specifications. TRAPEZE REQ BUSWAY SPRINKLER CABLE TRAY SPRINKLER FlevieW is for the limited purposes of C"Ck* • � NTS 10.30.07 F28 4 NTS 10.30.07 F17 Ing for conformance with thedesign con - cept expressed in the contract document& ONE OPEN JOIST BAY MINIMUM BETWEEN SUPPLY AND RETURN JL TRAPEZE HANGERS AIR PLENUMS FROM ROOFTOP UNIT 12" DO NOT HANG 2 OR MORE 12" ROOFTOP UNIT MIN MAiNS 4" OR SAMELARGER BETWEEN MIN LL UPRIGHT SPRINKLERMINIMUM 8" FROM BOTTOM OF DECK MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS �� ROOF DECK TO DEFLECTOR IN STOCKROOM DUE BOTTOM OF 4" PIPE EVERY 12'-0" 6" PIPE EVERY 12'-0" 8" PIPE EVERY 12'-0" BRANCH LINE TO SURFACE MOUNTED LIGHTS ROOF DECK NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT BARJOIST TYP JOiST ooWELDED OUTLETS W/ 9 GROOVED COUPLINGS PIPE RUNNING PARALLEL TO JOIST 775 ,. � PIPE HANGERBRA NCH LINE REG N CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER "F 10 MINIMUM 1 1/2" INSTALL SPRINKLER MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER 1N PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE r L 0 SUPPLY TO EC-25 MAIN PIPE ABOVE ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES SPRINKLERS BOTTOM CHORD OF MAXIMUM DEFLECTOR DISTANCE OF JOIST PANEL POINTS U.N.O. EXPIRATION DATE:12/31/14 UPRIGHT SPRINKLER TO MATCH JOIST PROVIDE FLEXIBLE SPRINKLER TYPE AT ROOF DECK NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS COUPLING RTU SPRINKLER DROP PIPINGPIPE SUPPORT NATIONAL INSTITUTE FOR CERTIFICATION 2 IN ENGINEERING TECHNOLOGIES NTS 05.29.09 F21-2 NTS 10.30.07 F07 NTS 10.30.07 F02-1 no rwerdzi of thb orpniatlon dow LW Robert L. Knight Jr. &qz�. 1B mtvw Iz the tec6WW aree(s) Teter-Saved spAems Lout tbdakka ceedfimtwa No. cmtmadn(z)Tadd nm 00301 / LEVEL M 100164 04 / 01 / 2015 REVIEW STAMPS GENERAL CONTRACTOR. ABBREVIATIONS ISSUES&REVISIONS W Ar DRAWING TITLE: DRAWN BY: B KNIGHT INC. A/S AUTO SPRINKLER DPS DRY PIPE SYSTEM LB LATERAL BRACE FIRE PROTECTION DETAILS B GREEN ESi CONSTRUCTIONFIRES TOP COMPANY ACE ELEC. AIR COMPRESSOR EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD NO DATE DESCRIPTION CHECKED BY: 3330 E. Louise Drive AFF ABOVE FINISH® FLOOR EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE APPROVAL: DEPUTY FIRE MARSHAL Suite 300 AFG ABOVE FINISHED GRADE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 As p Meridian, Idaho 83642 AFS ANTIFREEZE SYSTEM FGC FLEX GRV COUPLING OH2 ORDINARY HAZARD GP 2 6-20-13 FOR PERMIT / INSTALL Au TONA TIC 1 PROJECT NAME: SCALE: AS NOTED BOO BELOW BOTTOM OF DECK FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION 1 8-5-13 FIRE DYNAMICS REVIEW DATED 7-22-13 3203 65TH STREET, SPACE 2 WALMART STORE#5935 ENGINEER BBJ FLOW BOTTOM OF JOIST GL GALVANIZED PiPE PRS PREACTiON SYSTEM PROJECT NO: 13-155-200 BBV BUTTERBAIL VALVE GLV GLOBE VALVE RB USER BRACE VANCOUVER, WA. 98663 HENDERSON ENGINEERS BFI' MMOW PREVENTER GV GATE VALVE Rn RiSER NIPPLE SPKR ON SHEET- D 8325 LENEXA DRIVE BFV BUTTERFLY VALVE GYP GYPROCC FINISH SPD STANDPIPE DRAIN RISER LICENSE OR/ 183279 WA/ FIRESCL9220H CO 12-1482 PROJECT ADDRESS: SPKR ON JOB: 1288 LENEXA, KS 66214 CV CHECK VALVE HPS HIGH PILED STORAGE STP STANDPIPE RISER 7600 SW DARTMOUTH ST DLS DELUGE SYSTEM W HOSE VALVE Up UP PIPING (To SOURCE) P 360-718-8604 F 360-718-8603LDRAWING NO: FP 3.1 OF 8 Dn DOWN PIPING (TO SOURCE) iT INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM TIGARD, OR 97223