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FPS2O17 - 00144 r • MAXIMUM SPRINKLER COVERAGE OF 100 SQ.-FT, INCLUDING •• CEILING SPADING WITH REGARDS TQ OBSTRUCTIONS FOR HIGH RACK FREEZERS/COOLERS, * r \ MAXIMUM SPADING OF 12-FT BETWEEN SPRENKLERS, INCLUDING - SPACING WITH REGARDS TO OBSTRUCTIONS FOR HIGH RACK 4r4g11,15/1(1,411:' DENOTES PENDENT m FREEZERS/COOLERS. liii SPRINKLER DENOTESSURFACE • MINIMUM OF 6-FT BETWEEN SPRINKLERS, UNLESS SPRINKLERS EXISTING ALARM BELL & FDC TO REMAIN \ MOUNTED ARE OBSTRUCTED, SEE POSITIONING OF SPRINKLERS TO AVOID TIGARD ©RECON AS PREVIOUSLY APPROVED. sALE f ,�'+ #111 µµ " 7 „A„ OBSTRUCTION OBSTRUCTION DISCHARGE (SSU/SSP), TYP. LOCATION Tt� 11 0 0 0 el 0 GO SPACING OF SPRINKLERS SHALL BE TO EDGE OF SURFACE 0nil MOUNTED FIXTURES PER NEPA 13, SEE POSITIONING OF `' :ite 1 ""1`." 111111"! "'� "�'111"""' "" 11111' r"'�""•""�' _ -- FIGURE A SPRINKLERS TO AVOID OBSTRUCTION DISCHARGE (SSU/SSP), 1850 SW DARTMOUTH �� �j�i��I>�� I { I ��.�Gc7�R,,PF�6'NT. � iri�T�riiii� ����� �. MI" i- € - r.rw wwr ..r rrr www-r.. .r w rrr rr x1 un. „nu :rt.mil ' *�'� IIIII cnkracr;-iN Rs ■■■! i z� aI t - 1850 SW ;Y:Ct1/4P-p.y/:1/41iTAIIZEt EsTT * SEE DETAILS FOR OWNER REQUIREDTIGARD, OR 97233 FAYREI ;E ■ts..... „ "`= DEFLECTOR DISTANCE BELOW CEILING, ROOM SIZEANp SPRINKLER LOCATIONSMAY■ iI! ■■ IL sem , TIGARD C) FIEGONTYP. E SPRINKLER CONTRACTORS RESPONSIBILITY TO I■ !I�! �� � - .; III � II H 1 I. VERIFY AND COORDINATE ACTUAL SURFACE MOUNTED in ,r TABLE A TRADESI■ 1� 1IIIIIIEl III [I ■■ ■. ■■ ■■ " E n�nnn_ IN REGARDS TO SPRINKLER LOCATIONS PRIOR TO FABRICATION SII IIS _,_ � T .... , , 1 COSTCO IN■ � � ill. 1:7248"141INAI.::,,,,,,:l: _ ASSOCI ' "" D � � 1111 � � �� ��� ' � � � � `"" _�� ..,� DISTANCE FROM MAX. ALLOWABLEOR INSTALLATION.■ tal � , A °PREVIO A" " "OVEN1 ,+�rrsR.R SPRINKLERS TO SIDE OF DISTANCE OF • FINAL LOCATION OF SPRINKLERS WITH REGARDS TO �■ I i IIcs �� 111 1111 ti' 1 �� � OBSTRUCTIONS "A" DEFLECTOR ABOVE OBSTRUCTIONS WILL BE VERIFIED AT A FUTURE PROJECT SITE WHOLESALE I: II ' � � III III � ' � ' � � Ill III III UI �1 1 � . BOTTOM OF VISIT BY THE OWNER OR THEIR REPRESENTATIVE PRIOR TO 111714 3 PROJECT OPENING. La am i ■It;2 ,� , ■i■ ■1I■ nil OBSTRUCTION „B" CORPORATION _,1, 1.1 at■ a■ ■i■ ■in ■1a nil I>rr1■ RR.R.k • THE USE OF EXTENDED ESCUTCHEONS FOR DRY PENDENT r P i� IIS iii ■t�:iii ,;1 N II iii I1 IIiiiSIIiiii iI i! ,,,, LESS THAN 1'--0„ „ L .E !I�'' �c � �� (ZERO} 0 SPRINKLERS OR FOR SPRINKLERS LOCATED IN PREP AREAS IS 999 LAKE DRIVE ■ iit"r ' IIIIII fi'-O" TO LESS THAN 1'-6" 2.5" PROHIBITED FROM USE PER THE OWNER, NO EXCEPTIONS. 4 ■ � � ,ill111 III III III , r �� � ' �11111111111111 � ' r` -- ,� �, CONTRACTOR TO REVIEW ALL PLANS AND FAMILIARIZEISSAQUAH, WA 9$027 ■ ±€ iii IX f ,�� 1 ,-6„ TO LESS THAN 2;0'; 3,5 THEMSELVES WITH OWNER'S CRITERIA, fNCLUDING DRY PENDENT T: 425.313.$100 �, I I I. II_ I1 III IIS T TUALATIN VALLEY WATER DIsTRIcT Test : Q 2 -0 TO LESS THAN 2 -6 5.5"E,0F, NOTES AND DETAILS. WWW.COStCO.COrl1 EAST ■ moi,, I ; " -» ■ ■■ ■■ T r r 2�-6 TO LESS THAN 3�-0�; 7.5�` RS I■ � �� II � : ` ' : t :'""' : �- II� II I M � 1__- tsT FIRE HYDRANT FLOW TEST REPORT Hydrant ID 1S1UV36C23N. 0 3 -0" TO LESS THAN 3 -6 9.5" • CONTRACTOR IS RESPONSIBLE FOR CORRECT SPRINKLER `"s H s !! [[ OTFICE " LOCATIONS, PIPE SIZES, ETC AS ACTUAL SITE CONDITIONS MAY 0 imhmi II :, 1I II II' 11L1 111 III ■ ■■ ■■ t■►- ... L3 -6 TO LESS THAN 4 -0" 12 ■ a MIN rax ill '�■ u■ ■ :r , VARY FROM DETAILS INDICATED WITHIN THE CONTRACT BID :;a ROENev ■ ■/ ■ ■■ ■■ 4'-O" TO LESS THAN 4 -6 14" DOCUMENTS. ■ tti� I� ilhijil ■■ � i EXIST, I ' I MANAGE99 (NEAR COSTCO) Date: 5(3gl2013 5' 0' 165■■ /■ ■■ ■■ [ I ■■ C-� ��E 5 -0AND GREATER uENsrz� ■■ is �� ■■ Test made b HERB &SARA i�� ■� L T RECEIVED, sR T F. Witness: Time: 10:25 DENOTES DRY N Iri 'I EA,OF CONSTRUCTION R Ls + PENDENT SPRINKLER, SEP 2 I O 4 O O O , C> 2017 Protect name: TYP. G F) Pi E .. l� - - t t w III CITY OF Tf II • "is i�■I e,s.. .--...W it _ CARD - CO T �. .. �sT. f I I .■ � � i■i■rrirwt■i w�ii■M■■iri■■�i 1. . � ter. �-� � CONSULTINGrIlt 7 # 11111 ,� STD'RAGEI-'' � I 1111 ' DENOTES SURFACE RU��•D� G U�UISBO. Wawa - Dischar a coefficient: .54816 MOUNTED LIGHTS, TYP.I • :� �, O O 7511 Grp anwoad Avenue;#60(I■■ I „` DENOTES SURFACE■■ IIIIIIIIIIIIIIIIII �rTos«� , �� " ! irrri 1- 1-� I I Suttle,V!!A 9a103 ' « SES REGSTERS "■ I Inside dia. of outlet = 4.5 inches MOUNTED MECHANICAL, (206) 789-0165 wwI�IIIiI• � I MUM I woo O TYP. 1 MEM a„sF, EIaS�T. Pitot reading = 61 psi Pitot 2 = 0 psi "A"r I I I \--is', - ` rtrgftreconsvtting.corn E C'; • I -illIlIllhit` � <� Mrs any .- Observed flow rate = 2561 psi o Q O I RECENT*? f r 6,-0„ O �a SYMMETRICAL I I I - PATTERN SHALL BE 1112 , Ill L I Flow method: HOSE MONSTER - MIN. I I - ,, MAINTAINED WHERE '■ �,y' 0 O 0 POSSIBLE PER OWNER I' .1. 11_ ee ,o ND sEaTInGAREA saes REQUIREMENTS I ,'�!. ._ '' I �� L Static pressure: 109 psi Residual pressure: 1q0 psi f � ■: �tl_...� PERMIT I ==' Flow at 2Upsi residual pressure (calculated); $ �Q 9pm7 SPRINKLER SPACING CRITERIA WITH SURFACE 0 i. i. .iii iii � i >,�..�. .� ��: �>�l tl�l■ 1111 MOUNTED OBSTRUCTIONS SET I E-....: II Lem ,■■■■■ ■ ■ ■ ■ ■ . ■ ■ ■ ■U . Location map. To be attached to test report and to show which hydrants were FREEZER/COOLER EXAM P L E canTERused to monitor residual pressure and flow. .__ • `"UUS 41 I �� "`j' Gage information: 1 .••. I - - w• EX33T R.iw OM ■■ Mi ■■ I. ■■ �l - I �+ static and residual pressure nage: 120997-2C Pitot pane: 9864E-1 I EXIST it I ■■ I M IMM ■I OM ® ■M M .� � �l. ■ I • Hydrant information: Ad . d 1 t� Ii i II �i�I III _ ...1. .. . . r +■.■. +.• .■ ■.■. "•..■w ,�ST, Nvdrant!D Year Make3 NotesSCC3PE OF W©RK 1 vlifi. , �=- , ul■■■tl�■ illniiiii111111111111N1 •�• -•- -�-111111 �:=-1:--_. ►:■ 1 zT,-+r Flow hydrant: 151W36C23H50 1993 MUELLER see map for location INSTALLATION P R O C E D U R E _ _ _ imam _�Li iii iti i i II Ii 11. ■■ is ■titi��� I� CORE DRILL HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND 1. REVIEW PHASING SCHEDULE WITH GC AND COORDINATE REA-QF G I� -1361. ION ■■■■■� r Read hydrant: 1S1W36C 1992 MUELLER see map for location REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE WITH PHASING PLANS FROM ARCHITECT PRIOR TO ■�■■■I�■ II II 111 Itil III III II ■■ Ili �� B SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. DESIGN. ill 1 II H I� i i i' i'll III iii i 'F0x12 GUM)ALUMINUM s 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. INSERT BOOT 2. COORDINATE WITH GC AND OTHER TRADES PER - - - °� Remarks: A ..:, j: I:_::ii.•iiii::iiii.ii:i:iiii.•mIiiii•iiutRiiaai.uHh1_iiii1 u _ NM = = I ,, -UP WITH PIPING. PHASING SCHEDULE PRIOR TO FABRICATION OR Va , 'I� 'I� ,I11 a illci R'. 1 :GG, � The mapping, flow or pressure information contained herein reflects conditions on the date INSTALLATION. II: wri i■ _r s '� � � � � .J. �� SECTION1tL600RS and time of the test. Tualatin Valle Water District m7lces rte re reSentakion as to khc s stem's3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE ANL) TOP OF FREEZER/COOLER PANEL WITH Eps, �� iii �� ii I1 Iii i� III y p y ADHESIVE PROVIDED WITH BOOT ITV ACCORDANCE WITH MANUFACTURERS INSTRt9GTIQNS. 3. REMOVE PIPING AT EXISTING COOLERS TO BE �;xvs� ,4 alaility to e� eet specific fire flow requirements. Future system capak�ility may differ from the �i �i i■ i� �i ■■ ■■ ■�■ • 0 REMOVED, CAP AT EXISTING OVERHEAD SYSTEM. NO Fuoc,�cE [ r.■■1■ flows reported herein because of arrk�,equent modifications to the district's sys#em andlorz,��HT. 1 Ess?. QST �� .,,.,��,.. ,� 4. APPLY STRAP TIES AND jOR SELF DRILLING FASTENERS ON BOOT AROUND DRY SPRINKLER BARREL PER PIPING SHALL BE ABANDONED IN PLACE. fit, $rSEKaM ;� � t- - 1{ � �, because flaw and pressure may vary by time of day and season. Test gage callibration ""- -°T it13 S MANUFACTURERS INSTRUCTIONS. �• - ■i. - -.-.. ��., isr-D ��fi information available upon request. I - Enr Ill r T� ' / 4. SPRINKLERS SHOWN FOR COOLER/FREEZER ARE FOR amp_rirr: n�� 4"""Kar , ‘llIll 111 111 _.. _ -: I r rir#■�t =MUM r til t■rfr rrr�afirilrtt~1 ri """_ l'; REFERENCE ONLY. CONTRACTOR SHALL BE '� IIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILiallIllaIIIIIIIIIIIIIIII / RESPONSIBLE FOR CORRECT SPRINKLER LOCATIONS 11111 c) 1 (SPACING OF SPRINKLERS IN REGARDS TO i ../ 1"TEE WITH PLUG SUPPLY FROM WET OBSTRUCTIONS) AND PIPE SIZES, TYP. to o PIPE SPRINKLER SYSTEM V r .-XIST€NG C•LAZED ALUMINLA,STOREFRONT ri SUPPLY FROM WET 1-114"TEE WITH PLUG 5. NEW PIPING SHALL FOLLOW COSTCO STANDARDS. s 2NG E PIPE SPRINKLER SYSTEM 4-IN AND LARGER PIPING SHALL BE SCHEDULE-10, CO 0 0 SECTIGLAZED 3.5-IN AND SMALLER PIPING SHALL BE SCHEDULE-40. WI I'`}� III EXISTING PIPING TYPE SHALL REMAIN IF NOT PART OF DEMOLITION WORK. \ �, �__ 6. FIELD VERY LOCATIONS OF ALL AUXILIARY DRAINS, SITE REFERENCE PLAN 1 114"DRY SPRINKLER DROP INSPECTORS TEST, OR OTHER PIPING ALONG zIPS WAREHOUSE PERIMETER; PIPING ALONG WALL SHALL SCALE: 1".301 DROP TO BE ATTACHED FROM TOP OF r o OPTION B OPTION A BE RELOCATED IF IN CONFLICT WITH NEW/OR HANGER, ATTACHED TO LINE TO SUPPLY DRY PENDENT = 0 a. RELOCATED RACKING, CONTRACTOR TO COORDINATE STRUCTURE ABOVE � � z o O^ VIKING DRY SPRINKLER INSULATING BOOT SPRINKLERS,TYP.TO ALLOW FOR Z ro _ O 2-5/8"TO 3"DIAMETER WITH GC. MERCHANDISE RACKS ALONG PERIMETER BRANCH-LINE PIPING ADJUSTMENT OF SPRINKLER LOCATIONS z © � HOLE IN CEILING SHALL TAKE PRECEDENCE OVER FIRE PROTECTION re EQUIPMENT ALONG PERIMETER WALLS OF WAREHOUSE, WITH CEILING PANELS `' ¢ FREEZER/COOLER PR z PROVIDE SELF DRILLING FASTENERS,TYP. �^ MI 11 SII CEILING �� PER DATA SHEET,TYP. FIRE SPRINKLER PIPING _ \ ' 7. EXISTING SYSTEMS TO REMAIN UNLESS NOTED J TI OTHERWISE. CONTRACTOR SHALL VISIT SITE PRIOR TO GENERAL NOTES MAIN PIPING \\\ HIGHJ co w rtBID TO VERIFY SCOPE OF WORK. DEMOLITION NOTES ARMOVER "' HANGER AS REQUIRED (FROM LINE TEE WITH PLUG,TYP. \ \ \ 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF 1. SPRINKLER PLANS ARE SCHEMATIC AND SHALL NOT BE MEANT TO CONVEY 14. FIRE SPRINKLER SHOP DRAWINGS, WITH DETAILS SHOWING HANGERS, FREEZER AREA OR ALLOW DISCREPANCY BETWEEN THE WORK ILLUSTRATED HEREIN AND ALL FASTENERS, AND ATTACHMENT METHODS AND SIZES, SHALL BE SUBMITTED TO TO DROP) THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY APPLICABLE CODES, PLANS AND ORDINANCES. IT SHALL BE THE THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER FOR APPROVAL. A CEILING TYP. SPRINKLER ESCUTCHEON FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS DROP PIPING RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO VERIFY ACTUAL LETTER OF APPROVAL SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE COJ DRY PENDENT SPRINKLER PER WITH ENT FINISH OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL i FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE PRIOR TO FINAL ACCEPTANCE BY OWNER. THE DETAILS SHALL INCLUDE ALL � OTHER DETAILS THIS SHEET),TYP. VIKING MODEL VK482,STANDARD REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES HANGERS, AND EARTHQUAKE BRACING ATTACHMENTS. RESPONSE,205°F FLUSH STYLE DRY DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S PENDENT SPRINKLER REPRESENTATIVE PRIOR TO BID. 15. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO FAMILIARIZE KEEP CLEARANCES PENDENT SPRINKLER 0 2. THE INFORMATION CONCERNING THE EXISTING FIRE PROTECTION CONTAINED ON THESE ABOVE LIGHTING, 6. DRAWINGS IS PRESENTED HERE AS A GENERAL GUIDE ONLY, WITH NO GUARANTEE AS TO THEMSELVES WITH THE BID SPECIFICATION DOCUMENTS, AND TO BRING ANY MECHANICAL; FIELD ACCURACY. VISIT THE SITE TO VERIFY EXACTLY HOW THE EXISTING CONDITIONS WILL 2. ALL INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, POTENTIAL CONFLICTS TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID, VERIFY AFFECT THE COMPLETION OF THE WORK REQUIRED FOR THIS PROJECT, AND INCLUDE THE THE AUTHORITIES HAVING JURISDICTION, THE OWNERS' INSURANCE CARRIER, DROP PIPING x CORRESPONDING COSTS IN THE PROPOSAL. THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER, AND THE OWNERS' 16. SPRINKLER CONTRACTOR TO ALLOW FOR ADDITIONAL SPRINKLERS AROUND COJ NOTES: . Lu REVIEWING CONSULTANT. MECHANICAL UNITS, ROOF OPENINGS OR OTHER OBSTRUCTIONS AT BID TIME. 0 i THE USE OF 401 STYLE (OR EQUIVALENT EXTENDED ESCUTCHEONS) ARE PROHIBITED FOR COORDINATE PIPING WITH ALL OTHER TRADES. REVIEW ALL DRAWINGS. USE WITH THE DRY PENDENT SPRINKLER PER OWNER REQUIREMENTS, NO EXCEPTIONS. CI'I'YOFTTGARD 0 3. CONSULT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS, AND ALL CEILING LOW ARMOVER,USE TO ROUTE AROUND 0 OTHER SECTIONS OF THE DRAWINGS AND SPECIFICATIONS, IN DETAIL FOR INSTRUCTIONS 3- ALL MATERIALS USED SHALL BE UL LISTED AND APPROVED. OTHER TRADES • SEE CONTRACT BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR ADDITIONAL xEPIEWEI?FOR DE CONItI'L>ANCIs Ca 17, ALL PERMITS ARE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR. PERTAINING TO THIS WORK. INFORMATION. Q 4. SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION. -� Approved: 1 ��� 0 4. WITH THE SUBMISSION OF THIS PROPOSAL, GIVE WRITTEN NOTICE TO THE OWNER OF 18. SCH-10 (FOR MAINS) AND SCH-40 (FOR LINES) PIPING HAVE BEEN PENSPRINKLER OTS I ] C-1t is ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, BELIEVED IN 5. INSTALLATION AND FABRICATION SHALL NOT COMMENCE UNTIL PLANS AND USED IN HYDRAULIC CALCULATIONS FOR NEW PIPING. EXISTING PIPING TYPE o VIOLATION OF LAWS, ORDINANCES, AND/OR RULES AND OF ANY NECESSARY ITEMS OF CALCULATIONS ARE APPROVED BY ALL AUTHORITIES MENTIONED ABOVE OR NOT PART OF REMODEL SHALL REMAIN. SCH-10 FOR NEW PIPING 4-IN AND Permit ll 7 ( '?--- C ' I- WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, PROVIDE ALL SUCH WORK WILL BE DONE "AT RISK" AND WILL BE THE RESPONSIBILITY ON THE LARGER AND SCM-40 FOR NEW PIPING 3-IN OR LESS IN DIAMETER PER TYPICAL DRY PENDENT SPRINKLER SUPPLY HIGH STOCK APPLICATION FREEZER/COOLER DRY PENDENT SPRINKLER Address: �� , 7 --4 ,, MATERIALS AND APPARATUS, AND BE RESPONSIBLE FOR THE APPROVED SATISFACTORY SPRINKLER CONTRACTOR TO RECTIFY AT NO COST TO THE OWNER. COSTCO SPECIFICATIONS. ALL PIPING SHALL BE BLACK STEEL, PREPARED FOR v PAINTING. RUSTED, DENTED, OR OTHERWISE DAMAGED PIPING WILL NOT BE Suite# - FUNCTIONING OF THE ENTIRE FIRE PROTECTION SYSTEM, WITHOUT EXTRA COMPENSATION. B ���j R ACCEPTABLE. PIPING INSTALLED SHALL HAVE A CRR FACTOR OF 1.0 OR P.• Date: l 7 6. AT VARIOUS STAGES, AND/OR UPON COMPLETION, THE SYSTEMS MUST BE r -24,0k.�►, • ,_ GREATER AND WILL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR -- 5. BEFORE SUBMITTING THE PROPOSAL, ASK THE OWNER FOR A DECISION CONCERNING TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. r TO PROVIDE AND ENSURE THIS OWNER REQUIREMENT. ACTUAL EXISTING PIPE m ANY AND ALL PLACES WHERE DRAWINGS, SPECIFICATIONS, STANDARDS, AND/OR CODES INSTALLATION PROCEDURE O CONFLICT, OR THAT ARE NOT CLEARLY UNDERSTOOD. IN THE ABSENCE OF OBTAINING 7. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH AN TYPE MAY DIFFER FROM OWNER REQUIREMENTS, CONTRACTOR SHALL FIELD NOTES TO THE CONTRACTOR VERIFY EXISTING CONDITIONS AND BRING THIS TO THE ATTENTION OF THE GPM OFFICE COPYti SUCH A DECISION, ABIDE BY THE DECISION OF THE OWNER, IF THE NECESSITY FOR A APPROVED MATERIAL AS PRESCRIBED BY THE AHJ. 5 DECISION ARISES AFTER THE SIGNING OF THE CONTRACT, AND THE ARCHITECT. 1. CORE DRILL HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND cm 8. ALL HANGER TYPES, SIZES, AND METHODS OF ATTACHMENT MUST MEET 1. VIKING RECESSED DRY PENDENT SPRINKLERS ONLY PER DRY PENDENT SPRINKLER DETAIL AS INDICATED ON THIS SHEET PER OWNER REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE U REQUIREMENTS OF REVIEWING AUTHORITIES MENTIONED ABOVE. 19. FLUSH CONNECTIONS SHALL BE PROVIDED PER NFPA 13. REQUIREMENTS, NO EXCEPTIONS. 7. COORDINATE THE LOCATIONS OF ALL FIRE PROTECTION WORK WITH THE WORK OF SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. w OTHER TRADES. 20. ALL DEFLECTOR DISTANCE REQUIREMENTS OF NFPA 13 MUST BE 2. EXTENDED ESCUTCHEONS SHALL NOT BE USED WITH DRY CONCEALED PENDENT SPRINKLERS PER OWNER REQUIREMENTS. o 9. SEE FIRE SPRINKLER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. INSERT BOOT A DATE DESCRIPTION 8. UNLESS INDICATED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE INFORMATION. THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE COMPLIED WITH. 3. IN ADDITION TO THE SPRINKLER QUANTITIES NOTED, 3 ADDITIONAL SPRINKLERS SHALL BE KEPT WITHIN FIRE RISER AREA FOR SPARES PER PRIOR TO MAKE-UP WITH PIPING. 0 04.28.17 CIA SET 0 PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. INFORMATION WITH ARCHITECT AND CIVIL ENGINEER. OWNER REQUIREMENTS. ¢ 21. CRIMP TYPE INSTALLATIONS ARE NOT ACCEPTABLE. • ALL CAPS, PLUGS, COVERS, ETC. SHALL REMAIN ON SPARE SPRINKLERS TO PREVENT POTENTIAL DAMAGE OF SPARE SPRINKLERS 06.22.17 PERMIT SET U 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF FREEZER/COOLER PANEL WITH 9. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, 10. SPRINKLER CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PRIOR TO USE. ADHESIVE PROVIDED WITH BOOT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. c9 ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF ACCEPTED CONSTRUCTION PRACTICES, SPRINKLER CONTRACTOR WILL BE WITH ARCHITECT AND CIVIL ENGINEER. (1) URREA METAL TOOL BOX, 5896 (OR SIMILAR), WITH RED FINISH FOR STORAGE OF DRY PENDENT SPRINKLERS. THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4. APPLY STRAP TIES AND/OR SELF DRILLING FASTENERS ON BOOT AROUND DRY SPRINKLER BARREL PER o DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, • (1) URREA METAL TOOL BOX, 5493 (OR SIMILAR) WITH RED FINISH FOR STORAGE OF SPARE SPRINKLER HEAD GUARDS, ESCUTCHEONS, / °C INTENDED. FOLLOW THE ARCHITECTURAL AND/OR CONSTRUCTION SET OF DRAWINGS AND INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT 23. THE SPRINKLER CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF DRY SPRINKLER BOOTS, ETC. MANUFACTURERS INSTRUCTIONS. w / SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL NFPA 13 "PROTECTION OF PIPING AGAINST DAMAGE WHERE SUBJECT TO F-- SPECIFICATIONS FOR BUILDING DETAILS AND FIT THE WORK OF THE FIRE PROTECTION EARTHQUAKES". THE SPRINKLER CONTRACTOR MUST ALSO TAKE INTO ACCOUNT 5. SPARE WRENCH (19748) FOR THE VIKING DRY PENDENT SPRINKLER SHALL BE PROVIDED. m DRAWINGS AND SPECIFICATIONS THERETO. - zINDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL WORKING HOURS. SPRINKLER CONTRACTOR FURTHER AGREES TO DEFEND, THE LIMITATIONS OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING, FASTENING CONSTRUCTION NOTE i 6. CABINETS SHALL BE ATTACHED TO WALL (OR ATTACHED TO UNI-STRUT THAT IS ATTACHED TO WALL) WITHIN THE FIRE RISER AREA AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF AND/OR LOCATING SEISMIC ASSEMBLIES, RESTRAINTS, ETC. ON THEIR PLANS. 10. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE ATTACHED IN A MANNER THAT ALLOWS FOR UNOBSTRUCTED OPENING OF CABINET. IF NECESSARY, DRY PENDENT SPRINKLERS SHALL BE Lii AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE PROJECT COMPLETION. WORK ON THIS PROJECT. STRUCTURAL REQUIREMENTS AND LIMITATIONS MAY BE MORE STRINGENT THAN ATTACHED WITH ZIP TIES THROUGH CABINET TO PREVENT SLIPPAGE, DAMAGED OR THEFT; CONTRACTOR SHALL VERIFY USAGE OF ZIP TIES NFPA. NO ADDITIONAL COMPENSATION FROM OWNER RELATING TO THE THESE DRAWINGS ARE FOR COORDINATION AND PERMIT WITH GC AND/OR COSTCO PM. CABINET HOLES SHALL BE CLEARED OF BURRS OR OTHER DEBRIS TO MINIMIZE ANY DAMAGE TO SPARE 1 11 . CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE SPRINKLER CONTRACTORS FAILURE TO CONSIDER AND COORDINATE WITH THE SPRINKLERS. SUBMITTAL USE ONLY. THESE DRAWINGS ARE NOT MEANT 11. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDULE FOR THIS STRUCTURAL ENGINEER AS IT RELATES TO LOAD, FASTENING METHODS, TO CONVEY FABRICATION OR INSTALLATION REQUIREMENTS. 2 PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE SUBMITTED IN WRITING AND MUST BE LOCATION ETC OF ALL SEISMIC CONNECTIONS TO THE STRUCTURE WILL BE 7. APPROXIMATE PIPING LENGTH UTILIZED FOR THIS REMODEL PROJECT DOES NOT ACCOUNT FOR FITTINGS, DRY PENDENT SPRINKLER, ETC. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR rEtOTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED SHEET INDEX APPROVED BY THE PREPARER OF THESE PLANS. ALL CUT LENGTHS, HANGER CONSIDERED. 8. ROOF SYSTEM SHOWN FOR REFERENCE ONLY. FABRICATION AND INSTALLATION AND SHALL SEEK OWNERS CONSTRUCTION PHASE OF THIS PROJECT. 9. EXISTING SYSTEMS TO REMAIN; NO NEW WORK, UNLESS NOTED OTHERWISE. REPRESENTATIVE APPROVAL PRIOR TO FABRICATION. NO TYPES, HANGER LENGTHS, PIPE ROUTING, PIPE ELEVATIONS, AND EXACT HEAD N, 10. PROVIDE SPRINKLER PROTECTION AS INDICATED, ALL SPRINKLERS SHALL BE SUPPLIED FROM ROOF SYSTEM ABOVE. NO PIPING SHALL BE CHANGES TO THESE DRAWINGS OR THEIR INTENT WILL BE LOCATIONS SHOWN MUST BE FIELD VERIFIED BY THE SPRINKLER CONTRACTOR. FIRE PROTECTION SITE PLAN AND 0 12. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED ATTACHED TO TOP OF COOLER BOX PER COSTCO REQUIREMENTS. 95-1840-21 `= 11. ARM-OVER PIPING LONGER THAN 2-FT SHALL BE HUNG FROM ROOF STRUCTURE. ALLOWED WITHOUT THE OWNER'S REPRESENTATIVES WRITTEN FP1.0 T DURING DEMOLITION AND CONSTRUCTION. 12. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE 12. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. CONSENT. SUBMITTAL DRAWINGS TO BE UNDER SEAL BY AN NOTES PM: SP 13. CONTRACTOR IS TO PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED SPRINKLER CONTRACTORS' FAILURE TO CARRY OUT THE CONSTRUCTION WORK ENGINEER LICENSED TO PRACTICE LOCALLY. DRAWN: GM 2 AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT TO BE REMOVED IS VACATED FROM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE FP2.0 NEW COOLERS PLANS DATE: 06.22.2017 THESE HOLES. REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE CONSTRUCTION TITLE SHEET- w PROCEDURES FOLLOWED BY THE CONTRACTOR, OR SUBCONTRACTORS, OR FP2.1 NEW COOLERS PLANS 0 14. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE THEIR RESPECTIVE EMPLOYEES OR BY ANY OTHER PERSON AT THE JOB SITE REFERENCE SITE PLAN DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. OTHER THAN THAT OF THE ENGINEERING FIRMS' EMPLOYEES. w 15. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN 13. OVERHEAD SPRINKLER MAINS AND BRANCH-LINES THAT ARE SHOWN ON APPLICABLE BUILDING CODES: SERVICE. THESE DRAWINGS ARE EXISTING TO REMAIN. m OREGON BUILDING CODE: 2013 EDITION 0 16. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. 2013 EDITION FPI . ° H NFPA 13 STANDARD: H SHEET 1 OF 2 MATCHLINE A MATCHLINE A ° -- -- - `sl'6 a Eo - - - -� - Eo - - - - - - -�- - - - EQ I -EQ- . EQ . - EQ - . ` �' •----- \ „„ „,., — ---- \ / / ( 12 \ ( 1 4 if -7: \ 1 EXISTING FIRE RISER(S) AND ASSOCIATED ` 1 1 12---e_ / C42STCO .,� -----/ ---__,.._--7 COMPONENTS TO REMAIN AS PREVIOUSLY APPROVED. ��,/ �,,/ �_ DIPI_ �— APPROX. 50 0 -1 7 'EXISTING-'ALARM BELLTOREMAIN .F.-.'N' r ® ASPEVIOUSLY APPROVED.( K , - - ids442, '' _ __ ___ _ _ TIGARD OREGON -s _ _ __1 _ �0=0-1 — �_ - - ). p6d x�� ,� --_ _ _ _ I - --- -I L ' _ I �__ I - _ __ --- - �- LOCATION #111 POS1F EO — -- - - Fo — . — o- - • t— — — Eo • - _ _ •