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O E cY) O 1.) CONTRACTOR SHALL PROVIDE COMPLETE FIRE SUPPRESSION SYSTEMS IN CONFORMANCE 20.) ALL MAINS TO BE SCHEDULE# 10 WITH GROOVED FITTINGS. WITH THE AUTHORITY HAVING JURISDICTION (AHJ), THE BUILDING CODE IN AFFECT, THE Z) N SPRINKLER LEGEND21.) ALL BRANCH LINES TO BE DYNAFLOW THINWALL WITH WELDED OR ROLLED FITTINGS U U Fn ACCEPTED EDITION OF N.F.P.A. 13, ANY AND ALL LOCAL CODES THAT MAY BE IN AFFECT AND Lr-- X O ALL REQUIREMENTS BY THE INSURANCE CARRIER. 22.) SPRINKLER HEADS TO BE INSTALLED IN THE CENTERLINE OF CEILING TILES. M O O SYM TYPE FINISH TEMP K-FACTOR NPT MFG. MODEL# APPROVALS RESPONSE ESCUTCHEON NOTES: �: 't M 00 0) 2 .) COMPLY WITH REQUIREMENTS OF OWNER'S INSURANCE UNDERWRITER FOR SUBMITTALS, 23.) FIRE DEPARTMENT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL LO LO 0 RECESSED PENDENT CHROME 155 5.6 1/2" TYCO TY-FRB UL, FM QUICK STYLE 10 OFFICE AREAS W/DROP CEILING APPROVALS, MATERIALS, INSTALLATION, INSPECTIONS AND TESTING . FIRE DEPARTMENT. CONTRACTOR TO VERIFY PRIOR TO INSTALLATION. U O rn 0) ^C^,: I W 3.) INSTALLER'S QUALIFICATIONS: A QUALIFIED FIRM THAT IS EXPERIENCED (MINIMUM OF 5 24.) FINAL LOCATION OF THE FIRE DEPARTMENT CONNECTION SHALL BE CONFIRMED AND ( z r r V) DRY PENDENT CHROME 200 5.6 1" TYCO DS-C UL, FM QUICK CONCEALED COOLER&FREEZER AREAS PREVIOUS PROJECTS SIMILAR IN SIZE AND SCOPE TO THE PROJECT) IN SUCH WORK, LOCATED WHERE APPROVED BY THE FIRE MARSHAL AND VERIFIED BY THIS CONTRACTOR C r- � D FAMILIAR WITH PRECAUTIONS REQUIRED, AND IN COMPLIANCE WITH THE REQUIREMENTS BEFORE INSTALLATION. N p ^ ^ O +� O 0) O OF THE AUTHORITY HAVING JURISDICTION. 25.) CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SEISMIC BRACING O O 00 U REQUIREMENTS FOR THIS PROJECT. ALL PIPING AND EQUIPMENT SHALL BE INSTALLED IN ,� 4.) CONTRACTOR SHALL PERFORM FIELD ACCEPTANCE TESTS OF EACH FIRE PROTECTION SYSTEM. FLUSH, TEST AND INSPECT SPRINKLER PIPING SYSTEMS ACCORDING TO NFPA 13 COMPLIANCE WITH BUILDING CODE REQUIREMENTS. uo a- + + 3: CHAPTER "SYSTEM ACCEPTANCE." 26.) SHOP DRAWINGS BEARING THE APPROVAL OF THE INSURANCE UNDERWRITER SHALL BE SPRINKLER SYSTEM DESIGN CRITERIA SUBMITTED TO THE OWNER'S REPRESENTATIVE BEFORE ANY WORK IS STARTED. L Z Z 5.) CONTRACTOR SHALL COORDINATE COMPLETE SPRINKLER LAY-OUT WITH CEILINGS, FREEZER/COOLER STORAGE LIGHTING, HVAC DIFFUSERS & ROOFTOP UNITS, ETC. DURING PRE-CONSTRUCTION 27.) SPRINKLER HEADS LOCATED IN ALL AREAS WITH CEILINGS SHALL BE PENDANT TYPE. Ln z ' MEETINGS. CONFLICTS CAUSED BY LACK OF COORDINATION WILL RESULT IN CORRECTING SPRINKLERS LOCATED IN AREAS WITHOUT CEILINGS SHALL BE AS INDICATED. U ti THE CONFLICT AT THIS CONTRACTORS EXPENSE. i O i W y? o 00 SYSTEM TYPE: WET PIPE SYSTEM 28.) ANY QUESTIONS CONCERNING WHAT THE INSURANCE UNDERWRITER WILL REQUIRE IN 000 � Z W �"Zi- OCCUPANCY OCCUPANCY CLASS: CLASS I, II & III TO 10' 6.) FURNISH SPRINKLER CABINETS OF FINISHED STEEL AND HINGED COVER SIMILAR TO ORDER TO APPROVE THE COMPLETED INSTALLATION (PIPING SIZING, LOCATION OF RISERS, o = t N U W Q DENSITY: 0.20 GPM/SQ FT POTTER-ROEMER FIG. 6162 WITH SPACE FOR A MINIMUM OF 6 SPARE SPRINKLERS OF EACH TEST STATIONS, HYDRANTS, ALARMS, ETC.)THE BIDDER SHALL CONSULT WITH THE ° _ Ln AREA OF APPLICATION:1,500 SQ FT TYPE PLUS SPRINKLER WRENCH, SUITABLE FOR WALL MOUNTING. INSURANCE UNDERWRITER BEFORE SUBMITTING HIS BID. FAILURE TO CONSULT WITH THE •• O co INSURANCE UNDERWRITER DOES NOT RELIEVE THIS CONTRACTOR FROM HIS 7:3 0 7.) FURNISH SIX (6) EXTRA SPRINKLER HEADS OF EACH TYPE AND ASSOCIATED WRENCHES. C!J 0-y SPSPRINKLER MAIN PIPING-WET RESPONSIBILITY BY THE COMPLETION OF ANY AND ALL WORK REQUIRED WITH NO EXTRA 0 X v) PRODUCT MANUFACTURER SCHEDULE TYPE CHARGES TO THE OWNER _ (D Li . g.) CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR EACH TYPE SPRINKLER HEAD, VALVE, Y SPRINKLER BRANCH PIPING-WET PIPING SPECIALTY AND FIRE PROTECTION SPECIALTY. 29.) SPRINKLER HEADS SHALL NOT INTERFERE WITH LIGHTING FIXTURES, SPEAKERS, AIR a MAINS ALLIED SCH-10 STEELCONDITIONING DIFFUSERS AND GRILLES, ETC. COORDINATE WITH ARCHITECT'S REFLECTED L DP SPRINKLER PIPING-DRY PIPE 9.) INSTALL SPRINKLER PIPING TO PROVIDE FOR SYSTEM DRAINAGE IN ACCORDANCE WITH NFPA 13. CEILING PRIOR TO SUBMITTING SHOP DRAWING. W « ca BRANCHLINES ALLIED DYNAFLOW STEEL Z3= F FIRE HOSE PIPING 10.) INSTALL TEST CONNECTION SIZED AND LOCATED IN ACCORDANCE WITH NFPA 13 COMPLETE 30.) ALL SPRINKLER PIPING SHALL BE RUN AS HIGH AS POSSIBLE. ALL MAINS SHALL BE RUN IN WITH SHUT-OFF VALVE. TEST CONNECTIONS MAY ALSO SERVE AS DRAIN PIPES. >N GROOVED FITTINGS ANVIL 175-PSI CAST-IRON THE JOIST WEBBING IF POSSIBLE TO AVOID DAMAGE DUE TO STORE OPERATIONS. Q LO i�: OS&Y OUTSIDE SCREW&YOKE(W/TAMPER SWITCH) ) FLUSH TEST AND INSPECT SPRINKLER PIPING SYSTEMS IN ACCORDANCE WITH NFPA 13COORDINATE LOCATIONS WITH GENERAL CONTRACTOR'S FIELD REPRESENTATIVE. 11. . THREADED FITTINGS ANVIL 175-PSI DUCTILE-IRON - 0 i WFS FLOW SWITCH 31.) EXACT LOCATION OF SPRINKLER HEADS AND PIPING SHALL BE COORDINATED WITH OTHER U (D 12.) HANGERS AND SUPPORTS SHALL COMPLY WITH NFPA 13. SUPPORT SPACING AND TRADES BEFORE INSTALLATION. - a� FREEZE PROTECTION (IF APPLICABLE.): BUILDING TO BE MAINTAINED AT 40°F BY OWNER o TS TAMPER SWITCH LOCATIONS FOR STEEL PIPING SHOULD BE INSTALLED ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS FOR RIGID SYSTEMS. ALL PIPING SHALL BE INSTALLED IN 32•) SPRINKLER HEADS LOCATED IN COOLER & FREEZER AREAS SHALL BE ALIGNED WITH ti - DEFLECTOR DISTANCE: UN-OBSTRUCTED CONSTRUCTION DEFLECTOR DISTAN E 6"-14" MAX BELOW DECK � �a V.O.V. VALVE ON VERTICAL ACCORDANCE WITH SPECIFICATION SECTION FOR VIBRATION ISOLATION AND SEISMIC RACKING UPRIGHT SUPPORTS WHERE POSSIBLE TO AVOID DAMAGE FROM PALLET LIFTS RESTRAINTS. DURING ROUTINE STORE OPERATIONS. CONTRACTOR SHALL OBTAIN FINAL RACKING LAYOUTS FROM THE RACKING MANUFACTURER AND ARCHITECT TO ENSURE HEADS ARE X SIZE OF PIPE SECTION (INCHES) 13.) CONTRACTOR FOR THIS WORK SHALL CAREFULLY REVIEW AND ACQUAINT HIMSELF WITH PROPERLY LOCATED WITHIN LIMITATIONS OF THE CODE. X-X LENGTH OF SECTION (FEET-INCHES) DRAWINGS OF ALL TRADES IN ORDER THAT HE FULLY UNDERSTAND THE WORK REQUIRED. HE SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS, CONDITIONS AND COORDINATION 33.) DRY PENDANT HEADS IN COOLER& FREEZER AREAS SHALL HAVE PROPER EXTENTION ISSUES BEFORE PROCEEDING WITH THE WORK. WHICH SHALL BE BASED ON TEMPERATURE OF AREA SERVED. (MINIMUM 18") SPRINKLERLEGEND/EQUIPMENT AND DESIGN CRITERIA 14.) CONTRACTOR TO PAY FOR AND SUPPLY ALL DUMPSTERS FOR DEBRIS REMOVALS. 34.) AS THE ACTUAL LIFE SPAN OF THE SPRINKLER SYSTEM IS DEPENDENT ON MANY VARIABLES, 5 COORDINATE AND OBTAIN APPROVAL FOR DUMPSTER LOCATIONS ON SITE AND DEBRIS INCLUDING BUT NOT LIMITED TO WATER QUALITY AND ATMOSPHERIC CONDITIONS. THE NTS REMOVAL ROUTES WITH OWNER. ENGINEER ASSUMES NO LIABILITY OR RESPONSIBILITY OF THE EXPECTED LIFE SPAN OF THE 15.) SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA-13. REPLACE PIPING SPRINKLER SYSTEM DO TO MICRO-BIOLOGICALLY INFLUENCED CORROSION (MIC). THE SYSTEM COMPONENTS WHICH DO NOT PASS THE TEST PROCEDURES SPECIFIED AND SPRINKLER CONTRACTOR AND/OR THE GENERAL CONTRACTOR SHALL HAVE THE RETEST REPAIRED PORTIONS OF THE SYSTEM. SPRINKLER SYSTEMS TESTED AND TREATED (IF NECESSARY) FOR PROTECTION AGAINST MICRO-BIOLOGICALLY INFLUENCED CORROSION (MIC). 16.) CONTRACTOR SHOP DRAWINGS SHALL INCLUDE ALL FIRE MAIN RESTRAINING DETAILS PER NFPA 24 SECTION 8-6.2. 35.) SPRINKLER INSTALL IN COOLER/FREEZER 17.) ALL PIPE AND FITTINGS TO CONFORM TO NFPA 13. A) DRY HEADS USED WITH MIN OF 18" OF DRY PIPE FOR RISERS B) INSULATE RISER PIPE ABOVE FREEZER WITH AT LEAST 16"ARMFLEX 1/2"TO PREVENT CD 18.) (X'-X") DENOTES CENTER LINE OF PIPE A.F.F. CONDENSATE BUILD UP ROLLING DOWN INTO SPRINKLER TRIGGER N LO 19.) X-X DENOTES LENGTH OF PIPEFT. - IN. FROM CENTER TO CENTER OF FITTINGSC) ALL PENETRATIONS DOUBLE SEALED TOP AND BOTTOM TO AVOID ANY CHANCE OF M ( ) . CONDENSATION FORMING AT TRIGGER PIN Q D) SPRINKLER HEADS SHOULD NOT BE INSTALLED CLOSE TO ELECTRIC DEFROST HEATERS IN U EVAPS ^ Z O GENERAL SPRINKLER NOTES z E) SPRINKLER HEADS SHOULD NOT BE INSTALLED IN FRONT OF THE WIND CHILL OF EVAP FANS O0 4 NTS � Z U) U Z z 0 - 0- U) aU H U � Lu w F- w 2 � U U Q Q C/) Q U) Lu Q J Z RETURN BEND " " O ROOF DECK >- w z m Q 0 El 0 ,< � SPRINKLER BRANC �� Lk-Cl '�°' "� �� E„"" � � ROOF DECK F- c? } UPRIGHT SPRINKLER HUNG CEILIN a HEAD&BRANCH w PIPING(TYPICAL. 0 Q r- ° .i19=1 � � w CONCEALED �I 0 TYPE SPK'R.HEA -� I I z SPRINKLER BRANCH z w PIPING,APPROX.10'-0 � ABOVE FL.,TO BE "- - U VERIFIED IN FIELD PENDENT SPRINKLER DETAIL-TYP. - - U o U) ui ui uj 10 NTS I I I I I I z -Tu- -F Ll I I � UPRIGHT SPRINKLER DETAIL-TYP . Q) NN I I LLJ 9E ZD 00 NTS O ui W ROOF DECK I --L � = D N UPRIGHT WET W a TYPE SPK'R.HEAD L5""g 4 -- 2-7 0 VARIESW Q Beam Clamp SPRINKLER BRANCH u" © "I o L ° Q Beam Clamp A.T.Rod A.T.Rod LO Hilti Drop-in 0 Anchor ,�1"NPT TEE W/PLUG - - - - - - - - - - - - - - - A.T.Rod A.T.Rod (Length) � (Length) 1"DRY SPRINKLER DROP uj 7- L=� DOW CORNING 739 Hanger Ring Hanger Ring Pipe A.T.Rod Hanger Ring OPEN CELL :e'-o o PLASTIC ADHESIVE (size as noted) POLYETHYLENE �NR FOAM BACKER RODuj PLOT PLAN Hanger Ring HHHHHHHH(VXHHHHHHHHHF= 3 NTS COOLER/FREEZER-,f CEILING SPRINKLER CUP CONCEALED TYPE 27 SPRINKLER HEAD REVISIONS &8NTSYPICAL PIPE HANGER DETAILS COOLER/FREEZER SPRINKLER DETAIL (:D7NTS DWG # DRAWING TITLE STEEL STRUCTURAL-,\ FP-1.0 FIRE PROTECTION OVERVIEW TOP CHORD FP-2.0 FIRE PROTECTION FLOOR PLAN RISER PIPING TOLCO FIG.#1001 BAR JOIST TOLCO#980 MAX AFCON 085 WITH m LOAD=2765# ��\ e c �� TRUS 1/2" NUT, BOLT DRAWING INDEX 0 1"SCHAO MAX �o AND WASHER o FIG. 825 MAX LOA - �s BOTTOM TRUSS CHORD 2 NTS w w LENGTH 7' 0" o o ° 2015# FIG. 980 TOLCO#980 MAX �` TOLCO ATTACHMENT LOAD =2765# TOLCO 825 BAR TOLCO#980 MAX LO AFCON 085 WITH #980 MAX MAX LOAD = 1/2" NUT, BOLT 1" PIPE BRACIR}8- JOIST =2765# w SCH.40 q LOAD = 45° MAX ATTACHMENT 45° AX 2765# c�s�° o OCCUPANCY TYPE MERCANTILE (WHOLESALE MARKET) Q 2765# AND WASHER o FIG. 98 MAX LOAD= i/ 0 1"SCH40 x 7' 0" PIPE LOCATION 1015 HAMMER LANE 0 2015# MAX. LENGTH TOLCO#980 MAX LOAD 1" PIPE BRACING SCH.40 MAX =2765# STOCKTON CA. *k N v L' � " CO M o 5 O O + LENGTH T-0" 0-TOLCO FIG.4A PIPE CLAMP MAX 1"SCH40 x T-0" PIPE 45 0 FIG. 1000 FAST CLAMP r LOAD=2015# TOLCO FIG.#1001 MAX. LENGTH GOVERNING CODES FIRE PROTECTION 3/8 X 21 QUICK BOLT II, OR EQUAL CROSSMAIN MAX LOAD=2015# SYMBOL DESIGNATION MAX LOAD =2015# BUILDING CODE: CALIFORNIA BUILDING CODE OVERVIEW (TYP. OF 2) TOLCO FIG.4A PIPE SYMBOL DESIGNATION SYMBOL DESIGNATION SYMBOL DESIGNATION CLAMP MAX LOAD -2015# FIRE CODE: CALIFORNIA FIRE CODE 4-WAY SWAY BRACE LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE LONG. BRACE TO TRUSS LATERAL BRACE TO TRUSS NFPA CODE: NFPA 13, NFPA 14, NFPA 20, NFPA 72 NTS NTS NTS NTS NTS FOR PERMIT DATE: 11/06/2020 SEISMIC BRACING NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEISMIC PIPE SUPPORT AND BRACING FOR EACH SPRINKLER SYSTEM AND COMPONENTS. CONSULT AND JOB NO. 20263 EMPLOY A SIESMIC ENGINEER FOR PROPER SUPPORT FOR THE PROPER ZONE OF THIS PROJECT AS REQUIRED BY THE AUTHORITY HAVING JURISTICTION. &1NTSODES AND REGULATIONS INFORMATION SEISMIC BRACING DETAILS FPml 00 NTS SHEET NO.