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CONTACT SYSTEM IMPAIRMENT SCOPE OF WORK GENERAL NOTES GENERAL NOTES CONT'D
<br /> INFORMATION REQUIREMENTS
<br /> GAUGE HYDRANT 8" AMES 3000SS BACKFLOW DOCUMENTS INCLUDE JURISDICTIONAL 1. THE CONTRACTOR IS RESPONSIBLE FOR THE 1. CONTRACTOR SHALL FIELD VERIFY EXTENT OF 1. THE DESIGN SHOWN ON THESE CONTRACT 16. PROVIDE ALL NECESSARY OFFSETS> RISES OR
<br /> STATIC: 92.0 PSI PREVENTER IN PIT REQUIREMENTS PROVIDED BY THE FOLLOWING COORDINATiON, VERIFICATION AND PROVISION WORK. DOCUMENTS IS TO PROVIDE GUIDANCE FOR DROPS IN PIPING AND AUXILIARY DRAINS
<br /> RESIDUAL: 90.0 PSI CONTACTS: OF A FIRE WATCH SUBJECT TO THE BIDDING. THE CONTRACTOR SHALL SUBMIT REQUIRED BY BUILDING CONDITIONS.
<br /> FLOW HYDRANT REQUIREMENTS OF THE LOCAL JURISDICTION. 2. ALL EXISTING OVERHEAD SYSTEMS SHALL COMPLETE FIRE SPRINKLER SHOP DRAWINGS
<br /> FIRE SPRINKLER REVIEWING AUTHORITY: ALL FIRE WATCH COSTS INCURRED AS A REMAIN IN PLACE UNLESS OTHERWISE NOTED. AS REQUIRED BY CONTRACT DOCUMENTS TO 17. EXAMINE ALL JOB CONDITIONS AND VERIFY
<br /> EXISTING 8" WATERLINE (1)-2�" POLLARD DIFFUSER LEROY MCNULTY, FIRE MARSHAL RESULT OF THIS PROJECT SHALL BE THE ENGINEER OF RECORD SHOWN ON THESE ALL MEASUREMENTS, DISTANCES, ELEVATIONS,
<br /> CONTINUATION TO - --�+- -- -�+- -- -+�- -- -i"'�" PITOT: 82 PSI INCLUDED IN THE PROJECT BID AS A 3. THE EXISTING SPRINKLER SYSTEM INTEGRITY DRAWINGS. THE CONTRACTOR SHALL BASE CLEARANCES, ETC, BEFORE THE PRODUCTION
<br /> CITY GRID BFI BFO � FLOW: 1519 GPM (425) 257-8120 SEPARATE LINE ITEM. COORDINATION AND SHALL BE MAINTAINED. THE CONTRACTOR THE SPRINKLER DESIGN UPON THESE OF SHOP DRAWINGS OR INSTALLATION OF THE
<br /> � COEFFICIENT: 0.90 VERIFICATION AS TO WHEN A FIRE WATCH SHALL RE-SPACE AND/OR INSTALL NEW DRAWINGS AND AS REQUIRED BY THE SPRINKLER SYSTEM P�P�N�. C Y N T E R G Y
<br /> O � �� � SCOPE OF WORK MAY BE NEEDED SHALL BE THE SPRINKLERS TO ADHERE TO THE AHJ PRO�ECT SPECIFICATIONS. CYNTERGYENGINEERING,PILC
<br /> SRC RESPONSIBILITY OF THE GENERAL ADOPTED EDITION OF NFPA 13. 18. EXAMINE ALL JOB CONDITIONS AND VERIFY 810 S CINCINNATI
<br /> -- �,�,, - --w�,- -- -�- -- �n.�� � CONTRACTOR. 2. NOTE: ** THE SPRINKLER SHOP DRAWINGS ALL MEASUREMENTS, DISTANCES, ELEVATIONS, SECOND FLOOR
<br /> ;- -- , 4. THE SPRINKLER HEAD LAYOUT ON THESE MUST INCLUDE AT A MINIMUM THE HYDRAULIC CLEARANCES, ETC, BEFORE THE PRODUCTION TULSA,OK 74119
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<br /> LCI 'i �"'" - --w�, 2. THE CONTRACTOR SHALL REQUEST THE STORE DRAWINGS IS CONCEPTUAL THE CONTRACTOR REMOTE AREA, HYDRAULIC NODES, PIPE AND OF SHOP DRAWINGS OR INSTALLATION OF THE 918.877.6000
<br /> � 1. ALL EXISTING OVERHEAD SYSTEMS SHALL MANAGER TO NOTIFY WALMART ALARM SHALL COORDINATE ALL SPRINKLER SPRINKLER ELEVATIONS, HANGER LOCATIONS, SPRINKLER SYSTEM PIPING. www.cyntergy.com
<br /> - -wM- -- �� ,
<br /> ; LCO � REMAIN IN PLACE UNLESS OTHERWISE NOTED. CENTRAL OF THE SYSTEM(S) BEING SHUT LOCATIONS WITH ALL ELECTRICAL, PIPE LENGTHS, DIMENSIONS, FABRICATIONS
<br /> � ! 2. USE EACH EXISTING OUTLET FOR ONE NEW DOWN FOR WORK SHOWN AND THE DURATION MECHANICAL AND STRUCTURAL COMPONENTS. METHODS, ALL MATERIAL DATA SUBMITTALS 19. ARCHITECTURAL AND ELECTRICAL
<br /> ARMOVER TO NEW SPRINKLER LOCATION UNLESS OF THE SHUT DOWN. THE CONTRACTOR SHAL� PROVIDE ANY COMPLETE WITH COVER SHEET AND BACKGROUND INFORMATION IS SHOWN FOR STIPULATION FOR REUSE
<br /> � ! �- � '- ' �� n� � HYDRAULICALLY CALCULATED. CONTRACTOR ADDITIONAL SPRINKLER PROTECTION TO MEET MARK-UP'S, AND ANY ADDITIONAL COORDINATION PURPOSES ONLY. REFER TO
<br /> w � � 3. THE CONTRACTOR SHALL CALL DIRECT TO ALL SPACING AND OBSTRUCTION GUIDELINES INFORMATION AS NECESSARY TO CLARIFY THE THE CONTRACT DOCUMENTS FOR LOCATIONS,
<br /> Z 1 a � ' A 9 � � � � THIS DRAWING WAS PREPARED FOR
<br /> J � � � SHALL INSTALL A 1" MECHANICAL TEE IF ANY THE FIRE DEPARTMENT AND ADVISE THAT THE AS OUTLINED IN NFPA 13. INTENT OF INSTALLATION. THE SPRINKLER SIZES AND QUANTITIES OF OTHER TRADE USE ON A SPECIFIC SITE AT EVERETT
<br /> � I ;�_ ;; ' , % � � H ADDITIONAL OUTLETS ARE REQUIRED. AFTER (w). WA CONTEMPORANEOUSLY WITH
<br /> FIRE ALARM SYSTEM IS ON TEST. CONTRACTOR SHALL PROVIDE ALL PIPE SIZES, WORK. ITS ISSUE DATE ON 04/09/18, AND IT
<br /> �. ' !' � a I DEMOLITION IS COMPLETE, THE NEW SPRINKLER 5. THE CONTRACTOR SHALL ADD ADDITIONAL SPRINKLER SPACING, AND SYSTEM IS NOT SUITABLE FOR USE ON n
<br /> �� EXISTING SPRINKLER � SYSTEM SHALL MEET ALL REQUIREMENTS OF DIFFERENT PROJECT SITE OR AT A
<br /> � THE AHJ ADOPTED EDITION OF NFPA 13. 4. AT THE END OF EACH NIGHTS WORK, THE BRANCH LINES IF REQUIRED. CONFIGURATION AS SHOWN. ANY USE OF 20. SPRINKLER SPACING SHALL BE PER NFPA 13 LATER 11ME. USE OF THIS DRAWING
<br /> RISER LOCATION CONTRACTOR SHALL CALL DIRECT TO THE ALTERNATE MATERIALS OR METHODS MUST BE UNLESS OTHERWISE NOTED ON PLANS AND/ FOR REFERENCE OR EXAMPLE ON
<br /> N � _ ...._._ �
<br /> REF 1-FP3 FIRE DEPARTMENT AND ALARM CENTRAL TO 6. THE EXISTING FIRE SPRINKLER SYSTEMS WILL REVIEWED AND APPROVED BY THE FIRE ANOTHER PROJECT REQUI
<br /> � � 3. SPRINKLER CONTRACTOR SHALL FIELD VERIFY OR PROTECTION CRITERIA LEGEND. SERVICES OF PROPERLY LICENSED
<br /> z i� i� ( EXTENT OF REMODEL WORK. ADVISE WORK IS COMPLETE. BE MODIFIED AS INDICATED ON THE PROJECT PROTECTION ENGINEER OF RECORD VIA THE ARCHITECTS AND ENGINEERS.
<br /> REPRODUCTION OF THIS DRAWING FOR
<br /> N� �, ,. CONTRACT DOCUMENTS. THE SCOPE OF WORK RFI PROCESS AND MUST BE APPROVED IN 21. INTERFACE SPRINKLER SYSTEM WITH FIRE REUSE ON ANOTHER PROJECT IS NOT
<br /> ,� �
<br /> w ; ' 'i 4. EXISTING SPRINKLER SYSTEM SHALL BE 5. A FIRE WATCH SHA�L BE REQUIRED WHEN MAY INCLUDE THE MODIFICATION OF EXISTING RECORD DOCUMENTS PRIOR TO BID. PROTECTION SUPERVISORY SYSTEM. AUTHORIZED AND MAY BE CON a
<br /> ANY FIRE PROTECTION SYSTEM IS IMPAIRED BRANCH LINES, INSTALLATION OF NEW TO THE LAW.
<br /> � �- MAINTAINED. SPRINKLER CONTRACTOR SHALL
<br /> � ` ' , � OR OTHERWISE DOWN FOR ALTERATION. FIRE BRANCH LINES, MODIFICATION OF EXISTING 3. COORDINATE LOCATIONS OF FIRE PROTECTION 22. ALL MATERIALS SHALL BE UL LISTED OR FM
<br /> � , ` ii I RE-SPACE AND/OR INSTA�L NEW SPRINKLERS WATCH PERSONNEL SHALL BE PROVIDED WITH RISER(S), THE REMOVAL AND INSTALLATION COMPONENTS, INCLUDING PIPING, ALARMS, APPROVED. SPRINKLER PIPE SHALL BE
<br /> SO AS TO ADHERE TO THE AHJ ADOPTED AT LEAST ONE APPROVED MEANS FOR OF NEW SPRINKLERS, MODIFICATION OF DRAINS, TEST POINTS, ETC. WITH ALL MANUFACTURED TO STANDARDS RECOGNIZED
<br /> ' � - ' EDITION OF NFPA 13. NOTIFICATION OF THE FIRE DEPARTMENT AND EXISTING MAINS, INSTALLATION OF NEW MAINS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, BY NFPA 13., THREADED PIPE SHALL HAVE A
<br /> � GENERAL REMODEL :� ��r �
<br /> THEIR SOLE DUTY SHALL BE TO PERFORM OR EVEN THE REPLACEMENT OF THE EXISTING AND ELECTRICAL COMPONENTS. OBSTRUCTION CORROSION RESISTANCE RATING OF 1.0 OR
<br /> I EV�TT�WA � 5. INTERIOR REMODEL AREA: SPRINKLER CONSTANT PATROLS AND WATCH FOR THE BACKFLOW PREVENTOR. TO SPRINKLER DISCHARGE MUST BE GREATER. CRIMP-TYPE COUPLINGS OR "FIT
<br /> � ���� I CONTRACTOR SHALL PROVIDE NEW SPRINKLERS OCCURRENCE OF A FIRE. FOR HOT WORK CONSIDERED DURING SHOP DRAWING FITTINGS" SHALL NOT BE USED. THREADABLE
<br /> ��,� � AS NECESSARY DUE TO ACCIDENTAL PAINTING OPERATIONS, A FIRE WATCH SHALL BE 7. ALL 1-INCH ARMOVERS (IF APPLICABLE) PRODUCTION AND INSTALLATION; ADDITIONAL THINWALL PIPE WITH CORROSION RESISTANCE
<br /> � , OF OR DAMAGE TO ANY EXISTING SPRINKLERS POSTED FOR THE DURATION OF THE WORK SHALL HAVE A HANGER SECURED TO THE SPRINKLERS MAY BE REQUIRED AT NO RATING OF LESS THAN 1.0 SHALL BE USED
<br /> I ETC. SPRINKLER CONTRACTOR SHALL AND 30 MINUTES THEREAFTER. STRUCTURAL STEEL ONLY, NOT TO THE DECK ADDITIONAL COST TO OWNER. REFER TO ONLY WITH ROLL GROOVE FITTINGS. �-7
<br /> THE EXISTING UTILITY LAYOUT AS SHOWN IS .,� COORDINATE WITH OTHER TRADES. SPECIFICATIONS FOR ADDITIONAL O D Q
<br /> �-� FOR HYDRAULIC CALCULATIONS ONLY. IT IS WHEN THE LENGTH EXCEEDS 2'-0" WHERE REQUIREMENTS.
<br /> NOT INTENDED TO BE USED FOR � 6. THE SPRINKLER HEAD LAYOUT ON THESE 6. ONLY (1) ONE SYSTEM IS PERMITTED TO BE STATIC PRESSURES ARE UP TO 100 PSI AND 23. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC 0
<br /> SHUT DOWN AT A TIME. 1'-0" WHERE STATIC PRESSURES EXCEEDS BELL, MODEL N0. PBA248, ELECTRIC BELL BY Q Q �
<br /> � CONSTRUCTION PURPOSES. ; DRAWINGS IS CONCEPTUAL. SPRINKLER 4. THE CONTRACTOR MUST VISIT THE BUILDING POTTER ELECTRIC SIGNAL OF ST. LOUIS, � W
<br /> � CONTRACTOR SHALL COORDINATE ALL 100 PSI. SITE TO DETERMINE THE FULL EXTENT OF THE
<br /> � SPRINKLER LOCATIONS WITH ELECTRICAL AND �- ANY FIRE DEPARTMENT FEES FOR FAILURE TO MISSOURI, LOCATE AS REQUIRED BY � � �
<br /> � I EXISTING FIRE PROTECTION WORK AND
<br /> MECHANICAL EQUIPMENT. SPRINKLER FOLLOW PROCEDURES WILL BE AT THE g. USE EACH EXISTING OUTLET FOR ONE NEW AUTHORITIES HAVING JURISDICTION. PROVIDE c�l ,�
<br /> ARMOVER TO A NEW SPRINKLER LOCATION EXISTING CONDITIONS, BECOME TOTALLY
<br /> CONTRACTOR SHALL PROVIDE ADDITIONAL CONTRACTORS EXPENSE. NEW DOUBLE POLE VANE TYPE FLOW N �
<br /> � � UNLESS ITYDRAULICALLY CALCULATED. THE FAMILIAR WITH THE DISCONNECTIONS, DETECTOR, MODEL N0. VSR-F, BY POTTER '� I fx
<br /> ' SPRINKLER PROTECTION TO MEET ALL SPACING g. REQUIRED MEANS OF EGRESS SHALL BE REMOVALS, RELOCATIONS AND/OR ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. � �n W
<br /> � � AND OBSTRUCTION GUIDELINES AS OUTLINED IN CONTRACTOR SHALL INSTALL 1" MECHANICAL RECONNECTIONS OF EXISTING FIRE � � Z
<br /> NFPA 13. MAINTAINED AT ALL TIMES DURING TEES IF ADDITIONAL OUTLETS ARE REQUIRED. SET ADJUSTABLE DELAYED SIGNAL AT 30 �� W
<br /> � � CONSTRUCTION, DEMOLITION, REMODELING OR AFTER THE DEMOLITION IS COMPLETE, THE PROTECTION EQUIPMENT REQUIRED, AND SECONDS. MOUNT WATER FLOW INDICATORS �(�V] �`� �
<br /> ALTERATIONS AND ADDITIONS TO THE CONDITIONS IN THE PROPOSAL FOR THIS NO HIGHER THAN 6 FEET ABOVE FINISH `��■� •
<br /> ; � 7. SPRINKLER CONTACTOR SHALL ADD ADDITIONAL NEW SPRINKLER SYSTEM SHALL MEET ALL PROJECT. NO EXTRA COMPENSATION WILL BE O
<br /> -- BRANCH LINES AS REQUIRED. WALMART. NO EXITS SHALL BE BLOCKED, FLOOR.
<br /> I REQUIREMENTS OF NFPA 13.
<br /> • � �I � REDUCED OR OTHERWISE MADE INOPERABLE PAID FOR LACK OF SUCH DETERMINATION, Z
<br /> � ! � EXIT AND SEOXIT DISC�HARGEETOXITHE CPUBLIC THE FAMILIARIZATION, AND/OR ALLOWANCE. 24. "ALL" SPRWKLER SYSTEMS THAT ARE TO BE
<br /> WATER SUPPLY 9. THE CONTRACTOR SHALL PROVIDE NEW W
<br /> � ��--��-�-, SPRINKLERS AS NECESSARY IF ANY NEW OR MODIFIED SHALL BE HYDROSTATICALLY TESTED �
<br /> � WAY. TEMPORARY MEANS OF EGRESS ARE 5. SUBMIT A REQUEST FOR INFORMATION FOR PER NFPA 13 PRIOR TO SPRINKLER SYSTEM 0
<br /> , EXISTING SPRINKLERS BECOME PAINTED OR
<br /> w � 'I� II � w' I N FORM ATI ON ALLOWED. DAMAGED. DOCUM�NTSRVIAATHE RFIHPROCESS LOCATEDN MODIFICATION AND SHALL BE O O �
<br /> RE-HYDROSTATICALLY TESTED AFTER
<br /> �� N� r I �` �� 9. ALL SYSTEMS SHALL BE LEFT IN SERVICE IN THE FIRE PROTECTION SPECIFICATIONS. COMPLETION OF WORK. o
<br /> w �_�J`- `� �-{ � � w PRIOR TO THE END OF EACH WORKDAY. 10. THE CONTRACTOR IS RESPONSIBLE FOR
<br /> Q ; � i� � t�ww ( ; � � 7 Q TEST STATIC AT SRC: 92.0 PSI MAINTAINING ALL FIRE LANES DURING THE �
<br /> � � � ~' TEST RESIDUAL AT SRC: 90.0 PSI AT 1519 GPM SPRINKLER SYSTEM UPGRADE PROCESS. THE 6. NEUTRALIZATION WALLS, IF PROVIDED, ARE 25. DO NOT HANG OR SUPPORT ANY LOADS OR �
<br /> � ' � SHOWN ON THE ARCHITECTURAL DRAWINGS. MAKE ANY ATTACHMENTS TO THE METAL �
<br /> i
<br /> N I �- -■- -� �- - - � �- -•- -� -- `- -�--
<br /> �� CONTRACTOR SHALL COORDINA �
<br /> oo� INFORMATION DERIVED FROM A WATER REPORT REFER TO MECHANICAL DRAWINGS FOR
<br /> � Z� SUPPLIED BY CYNTERGY, DURING A FLOW TEST MATERIA SN TOOLS AND GEQUIPMENT T�0 BE ROOF DECK, JOIST BRIDGING OR OVERHEAD �
<br /> Z � APPLICABLE CODES NEUTRALIZATION WALL PENETRATION DETAIL. DOOR TRACKS.
<br /> FIRE HYDRANT VISIT ON AUGUST 14, 2017. THE TEST WAS USED ON THE PROJECT PRIOR TO THE START �
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<br /> N � �'' CONDUCTED AT 5: 50 PM PDT. 7. PENETRATIONS OF "RATED ASSEMBLIES" 26. SAMMY SCREWS ARE NOT PERMITTED. �
<br /> X � TYP w OF WORK. SHALL BE FIRE STOPPED WITH AN APPROVED �
<br /> �`'� � � FLOW TEST ELEVATION: 508 FT AMSL 11. THE CONTRACTOR SHALL BE RESPONSIBLE MATERIAL PER METHODS REQUIRED BY 27 CEILING FLANGES ARE NOT PERMITTED. Z
<br /> I � CONTINUATION TO BUILDING PAD ELEVATION: 508 FT AMSL NFPA STANDARD: EDITION:
<br /> CITY GRID NFPA 13 2013 PROJECT SPECIFICATIONS AND THE AUTHORITY
<br /> , FOR THE PREPARATION OF THE SHOP a1
<br /> � �� DRAWINGS, HYDRAULIC CALCULATIONS AND HAVING JURISDICTION. 28. PROVIDE RETAINING STRAPS ON HANGERS o
<br /> � � THE FOL�OWING: CALCULATIONS ARE MODIFIED BY UL GUIDELINE:
<br /> ALL APPROVALS, (BY BOTH THE ENGINEER OF g. THE FIRE PROTECTION ENGINEER OF RECORD WHERE REQUIRED.
<br /> � UL LLC TECHNICAL REPORT PROJECT 4788122552 RECORD AND AHJ). SHALL NOT BE RESPONSIBLE FOR THE 2g. THE CONTRACTOR SHALL COORDINATE FINAL
<br /> � CONTRACTOR'S FAILURE TO CARRY OUT THE SPRINKLER HEAD LOCATIONS AND PIPE ISSUE BLOCK
<br /> � EXISTING 12" WATERLINE � � 10.0 PSI DUE TO (LOW CITY/TANK)
<br /> � � � -� -� -� -� -� -� � ' � GEN ERAL U N DERGROU N D 12. THE CONTRACTOR MUST FIRST SUBMIT
<br /> CONSTRUCTION WORK IN ACCORDANCE WITH ROUTING SUCH THAT THEY DO NOT
<br /> I I DOCUMENTS AS OUTLINED IN THE PROJECT INTERFERE WITH NOR COULD RECEIVE DAMAGE 04/09/18 PERMIT
<br /> `� � STATIC AND RESIDUAL PRESSURE LOSSES � THE CONTRACT DOCUMENTS, NOR SHALL
<br /> � N OTES SPECIFICATIONS, TO THE FIRE PROTECTION THEY BE REQUIRED TO SUPERVISE THE
<br /> EXISTING 12" WATERLINE � DUE TO 8" AMES 3000SS BACKFLOW FROM THE NORMAL OPERATIONS OF THE
<br /> _ _ PREVENTER ENGINEER OF RECORD FOR APPROVAL. AFTER CONDUCT OF THE WORK, THE CONSTRUCTION
<br /> �rvr� -- -ru� -- -v� -- -r+�- --I -r+� -- -w� -- -r+n� - THE APPROVAL IS GIVEN, THE CONTRACTOR AREA PROTECTED
<br /> ' � ALL FRICTION LOSSES DUE TO UNDERGROUND PIPE, 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC MUST SUBMIT TO THE AUTHORITY HAVING PROCEDURES FOLLOWED BY THE CONTRACTOR,
<br /> I 0 25 50 100 ( FITTINGS AND VALVES ARE INCLUDED IN THE REFERENCE ONLY. JURISDICTION FOR INSTALLATION PERMIT. EMPLOYEES ORRANY OTHEREPERSONEAT THE FIRE SPRINKLER PIPING
<br /> � , HYDRAULIC CALCULATIONS. 2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS JOB SITE OTHER THAN THAT OF THE
<br /> � IF AVAILABLE. 13. THE CONTRACTOR SHALL COORDINATE WITH D EM OLI TI ON N OTES
<br /> � CONTINUATION TO FI R E P R 0 TE C TI 0 N S I TE U TI LI TY P LA N � CONTINUATION TO *AN ADDITIONAL 5-PSI SAFETY FACTOR IS NOT 3. NO NEW WORK UNLESS OTHERWISE NOTED. THE STORE MANAGER ON THE AREA TO BE ENGINEERING FIRM'S EMPLOYEES.
<br /> CITY GRID � CITY GRID INCLUDED IN THE ABOVE NUMBERS, BUT WILL BE WORKED ON AT LEAST 24 HOURS IN
<br /> 1" = 50'-0" INCLUDED IN THE FIRE SPRINKLER HYDRAULIC ADVANCE. 9• THE CONTRACTOR MUST REVIEW ALL
<br /> " CALCULATIONS. SEI SM I C REQU I REM EN TS CONSTRUCTION DOCUMENTS PRIOR TO BID. 1. UNLESS OTHERWISE INDICATED, DISCONNECT
<br /> 14. THE CONTRACTOR SHALL BE RESPONSIBLE SHOULD MODIFICATIONS TO THESE PLANS AND REMOVE ALL EXISTING FIRE PROTECTION
<br /> ADDITIONAL SAFETY FACTORS ARE NOT INCLUDED. FOR ANY DAMAGE TO ANY OF THE BUILDINGS BECOME NECESSARY TO PROPERLY COMPONENTS NOT INTENDED TO BE REUSED.
<br /> CONTENTS (MERCHANDISE}, OR ANY OF THE COORDINATE THE SYSTEM WITH ALL OTHER
<br /> THE SPRINKLER CONTRACTOR SHALL COMPLY WITH BUILDING COMPONENTS AS A RESULT OF THE TRADES, IT WILL BE THE CONTRACTOR'S 2. DISCONNECT, RELOCATE, AND RECONNECT
<br /> ALL REQUIREMENTS PER NFPA 13 "PROTECTION WORK SHOWN ON THE CONTRACT DOCUMENTS. RESPONSIBILITY TO OBTAIN APPROVAL OF THE EXISTING FIRE PROTECTION SYSTEMS AND
<br /> OF PIPING AGAINST DAMAGE WHERE SUBJECT TO CHANGES FROM BOTH THE AUTHORITY HAVING EQUIPMENT WHERE REQUIRED.
<br /> EARTHQUAKES". THE SPRINKLER CONTRACTOR 15. THE CONTRACTOR SHALL REPAIR ANY LEAKS JURISDICTION AND THE FIRE PROTECTION
<br /> MUST ALSO TAKE INTO ACCOUNT THE �IMITATIONS OR REPLACE ANY LEAKING COMPONENTS ENGINEER OF RECORD. IN ADDITION TO 3. PLEASE NOTE THAT THE THESE FIRE
<br /> OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING, AFFECTED BY THIS SCOPE OF WORK AT NO OBTAINING THE NECESSARY APPROVALS, THE PROTECTION DRAWINGS ARE INTENDED TO BE
<br /> 2 FASTENING AND OR LOCATING SEISMIC ADDITIONAL COST TO THE OWNER. CONTRACTOR MUST MAKE NOTE OF ANY FIELD DIAGRAMMATIC USE ONLY. THE EXTENT AND
<br /> � OR COORDINATION CHANGES ON THE LOCATIONS OF THE ALL WORK ARE SHOWN.
<br /> FP2 ASSEMBLIES, RESTRAINTS, ETC. ON THEIR PLANS. INSTALLATION DRAWINGS, AND THEN MUST
<br /> STRUCTURAL REQUIREMENTS AND LIMITATIONS 16. IF APPLICABLE, THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS PROVIDE ALL INTENDED WORK INCLUDING
<br /> O O Q O MAY BE MORE STRINGENT THAN NFPA. REVISE EXISTING OR PROVIDE NEW 1-HOUR ** MINOR DETAILS OMITTED OR NOT SHOWN.
<br /> , � n (� O Q , O Q �o ,a� n n.4 ,z RATED FIRE PUMP ENCLOSURE. THE ONCE COMPLETE. NOTE: SIMPLY SUBMITTING COMPLETE AS REQUIRED TO PERFORM THE
<br /> Y FUNCTIONS INTENDED. FOLLOW THE CONTRACT
<br /> Y � I � CONTRACTOR SHALL PREPARE AND SUBMIT A COPY OF THE ORIGINAL SHO A
<br /> � � I � I AS AS-BUILTS WILL NOT BE ACCEPTED.
<br /> � � I I, ( ' ' ALL REQUIRED ITEMS TO THE AHJ NECESSARY DOCUMENTS FOR BUILDING DETAILS AS WELL 30 X 42 SHEET SET
<br /> I i i 1 � AS THE FIRE PROTECTION DRAWINGS AND
<br /> SPECIFICATIONS.
<br /> � i `� = i � � TO OBTAIN APPROVAL AND PERMIT. DOWN LOCATIONS AT EXTERIOR WALLS PRIOR
<br /> �-� _ ' _ i_ _ i i - - , - - -_- �� �, ��-- - - i - - , - i - -- � ; - -f- - -r- 10. THE CONTRACTOR MUST VERIFY ALL DROP
<br /> ' i �- '� �� i I , �
<br /> , � 17. UPGRADE THE EXISTING FIRE SPRINKLER TO ANY WALL PENETRATIONS OR 4. REMOVE ALL DEMOLITION MATERIALS AND CHECKED BY: JMR
<br /> , � , ' ; , � ' I ' SYSTEM IN THE GROCERY STOCKROOM AND INSTALLATION.
<br /> � FP2 � � � � ' � � I � ( THE SALES FLOOR TO MEET THE DISCHARGE DEBRIS TO AN APPROVED DUMPING SITE AND DRAWN BY: JAW
<br /> ; , I � �` � I I I i ( ; PRESSURE, HOSE STREAM ALLOWANCE AND 11. ALL PIPING MUST BE COORDINATED AROUND THEAPROJECTC OMP�LETIONON WORK PRIOR
<br /> � F � , .y � I 1, i _ � � MAXIMUM SPRINKLER SPACING AS PROTO: 134 WM
<br /> - --� -- FRAMING MEMBERS AND PROPERLY INSTALLED
<br /> � _ ��_� _ _ ____ _ � , , -� � REFERENCED IN THE PROTECTION CRITERIA "WITHIN" THE BAR JOIST CAVITY.
<br /> � � ---�'� �---•J ' �,�,� , �: � � ' S. PERFORM ALL WORK ACCORDING TO THE PROTO CYCLE: 02/23/18
<br /> � �
<br /> ; � - .� K 'i � � LEGEND.
<br /> ��� ,��' � �� ( � � � �� � '�� ' ; � 12. THE CONTRACTOR SHALL ROUTE PIPING PROJECT PHASING SCHEDULE INFORMATION
<br /> ��_�� ���� ( `� � � �` ��� ' � � - -I- - - ' AROUND ALL OBSTRUCTIONS AND PROVIDE FOR THIS PROJECT. PROVIDE ALL NECESSARY DOCUMENT DATE: 04�09�18
<br /> i i i ; � �` _ � i q� _ � {
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<br /> � , ( I I � q. S P R I N K L E R P R O T E C T I O N B E N E A T H A L L FIRE PROTECTION WORK TEMPORARY AND OR
<br /> � � , � � , � � ' � S H E E T I N D E X OTHERWISE, AND USE WHATEVER MEANS
<br /> ( i ! � � �� '�' � � FP2 OBSTRUCTIONS THAT REQUIRE REQUIRE IT AS
<br /> NECESSARY, TO CONFORM TO THE REQU I R E D DOCUMENTS WITHOUT
<br /> , , i , ; � � i � I�� ' ' i ; DETAILED IN NFPA 13 STANDARDS AS PART CONSTRUCTION PHASING OF THE PROJECT. SIGNATURE AND REQUIRED
<br /> � �����____� ! � I � - �- - --- - ' _ -_-�__�r� ' � __ FP1 FIRE PROTECTION PLAN OF THE FIELD COORDINATION AT NO SEAL OF AOR/EOR ARE
<br /> V - - -!- - -� - � - ;
<br /> ( � � ; � � ;I �� � � ADDITIONAL COST TO OWNER.
<br /> , � i , 6. THE CONTRACTOR IS RESPONSIBLE FOR NOT FOR CONSTRUCTION
<br /> i i , i �, i ; i ,. ;�� ,� FP2 ENLARGED FIRE PROTECTION PLANS
<br /> � E 3 REPAIRING OR REPLACING ITEMS DAMAGED
<br /> i ' ; FP2 I j �� _ ��'� �� �;��� . 13 ALL SPRINKLER DEFLECTOR DISTANCE DURING DEMOLITION AND CONSTRUCTION.
<br /> �-��� I`� I
<br /> ! ( .�. � -� � FP2.1 SYSTEM 1 SPRINKLER MODIFICATION PLAN REQUIREMENTS SHALL BE IN ACCORDANCE TO
<br /> li i ' I I I i , � �� � K��. � ! '
<br /> ���`��'` �` THE STANDARDS OUTLINED IN NFPA 13. 7. THE CONTRACTOR SHALL PATCH ALL
<br /> � � PENETRATIONS TO MATCH ADJACENT
<br /> FP3 FIRE PROTECTION DETAILS
<br /> � � � � � �� � � � � 14. ALL PIPING PASSING THROUGH CMU WALLS
<br /> � i i � "�fi� I: ;)
<br /> �- - - - � - -i� � � � -�`�� '� �`��'"` �� � SURFACES LEFT UNUSED AFTER EXISTING
<br /> �I- - -} - I ' T � � ; � �: �-.Y` c��� �-u��'�.U;� ��
<br /> I
<br /> < < ; „ �;�,�,,;����;�-��t SHALL BE INSTALLED WITH ONE INCH
<br /> I ( ( ( I � I _ SPRINKLER PIPING OR EQUIPMENT HAS BEEN
<br /> - T--�' CLEARANCE ON ALL SIDES. (CORE DIAMETER REMOVED FROM THE PENETRATIONS.
<br /> � i � !,; � EQUAL TO PIPE +2"). ALL CORES SHALL BE
<br /> 9 , � I i ( I � � COORDINATED TO MISS ALL STRUCTURAL 8. THE CONTRACTOR IS RESPONSIBLE FOR
<br /> , , , � ; � � i
<br /> ' ry REINFORCING. THE CONTRACTOR IS PROVIDING AND MAINTAINING FIRE
<br /> 0--- - - - - ' i _ � _ _- _ ; ____1I - -�-- - --- - � - - RESPONSIBLE FOR PROVIDING ALL CORING DEPARTMENT ACCESS ROADS THROUGHOUT
<br /> � � � T i I ! � 8 � 5 WITH PROPER CLEARANCE AT ALL CMU THE DURATION OF THE PROJECT.
<br /> i � � ' ` � � � ( WALLS. THE CONTRACTOR SHALL BE
<br /> i FP2 RESPONSIBLE FOR PROVIDING A TWO INCH 9. SPRINKLER SYSTEMS NOT ASSOCIATED WITH
<br /> , i , ;� CLEARANCE AROUND ALL PIPING PASSING THE DEMOLITION SHALL BE LEFT IN SERVICE.
<br /> ;y, , , ; ; ! � � j � THROUGH CONCRETE SLABS. THE SPRWKLER
<br /> ' � ' CONTRACTOR SHALL FILL ALL CLEARANCES 10. THE CONTRACTOR SHALL PROPERLY NOTIFY
<br /> - --r- - - - -
<br /> � ; i �
<br /> �� �� I � � -� � j � � '� _� WITH APPROVED MASTIC. WALMART, THE LESSEE AND THE ADJACENT
<br /> ;1, < ; , , � , , �;; TENANTS A MINIMUM OF 48 HOURS IN
<br /> � �' 15. PROVIDE FLUSHING CONNECTIONS IN ADVANCE BEFORE PROCEEDING WITH THE
<br /> 3 � 6 � � i �� ACCORDANCE WITH THE STANDARDS OUTLINED SCOPE OF WORK ON THE CONTRACT
<br /> � ( � FP2 � ' � � � ( IN NFPA 13. DOCUMENTS. ALL WORK SHA�L BE SCHEDULED
<br /> � �i� � E � ' ' ' � ' '�� CONTRACTOR SHALL ADD AIR RELEASE OY S�
<br /> �n c�- -I� - �- � - � - - - -;- - - - -}- - -�- - �" � - - �i - - VENTS ON THE HIGHEST MAIN OF EACH ��S oF �4��
<br /> �i i � � ; b�
<br /> I IN ADVANCE.
<br /> � � �) � ; ( _� __� I I ' _ �h SPRINKLER SYSTEM. CONTRACTOR MUST
<br /> � �Q �� � � �
<br /> � '� � � � C���` �1 ; p ' I � � � '�-�-�� COORDINATE FINAL LOCATIONS OF AIR � o�
<br /> z �
<br /> Q � �� ; ' k i � 1 ( ' . , � ; VENTS WITH STORE MANAGER PRIOR TO
<br /> � � �� � �'�� ; a ; I '� -- ;�_- �, � � FINAL PLACEMENT. REF 2-FP3.
<br /> Z � � I I ��:`;� , !�; �'�_�_�� � �I; ' � i =
<br /> � - - - - � 5876 �
<br /> _ �
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<br /> - B - - - - - - - -i-- -�-� -�- , - - � E �``�l'
<br /> � V- I � , --� �-� _.... � , , /ST �
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<br /> F- I 1 i � ` _ ! _��= :�. �tw�-{� .f'-�'� i �� I I � 1 � I � � I
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<br /> �
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<br /> � V � 1 -� � , ' JAMES ROY SPRADLING
<br /> � �- - � � -.��� �._� �� � � -.- ._. �- � -.- � � i ' � � � � � � � i � i
<br /> � i i � i ; , i
<br /> ENGINEER OF RECORD
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<br /> � � FIRE PROTECTION PLAN
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<br /> a� 1" = 50'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
<br /> � Q DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND
<br /> � �
<br /> � Q VERIFBUALL EX�IS�IIN� CONDI�T�IONSAPR OR TO LL FIELD FAILUIRIE TOIOACQUA NT ITHEMSELFDWFTHL�THISH
<br /> o� o SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY
<br /> o � CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO
<br /> N j
<br /> WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED S �
<br /> o � CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE F P 1
<br /> � TO FAILURE TO FAMILIARIZE WORKERS WITH THIS
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