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DRAWINGSI-----10' -011 -- - -T! 10' -0" - - 41-011 Structural a�3 tea. sat unYbin 2 F-1- P, " FIRE SPRINKLER PLAN �. Mechanical � s � SCALE: 3/16"-1-0 gg Forester Police i Gi r All work invoived on )is s erma i,aii coNfor, v hin aii * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. VSCHEDULE 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE t 3) (SIZE VARIES, SEE PLAN) 3. ARMOVER.* (SIZE VARIES, SEE PLAN) 2, 4. 1 "90" ELL OR TEE s. DROP (SIZE VARIES, SEE PLAN. \J MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) SCHEDULE - V _ e. NEW SEMI -RECESS N PENDENT FIRE SPRINKLER- . - 1 . EXIST BRANCHLINE OR MAIN 7. CEILING. 2.NEw SNAP -O -LET OR MECH TEE 8. NIPPLE (SIZE VARIES, SEE PUN) � 3.ARMOVER.• 9. REDUCING COUPLING (SIZE VARIES, SEE PLAN) ill (SIZE VARIES, SEE PLAN) -O .- 4.1- 90- ELL OR TEE 1 5. DROP (SIZE VARIES, SEE PLAN MAY FEED TEE SPPLYING MORE THAN ONE SPRINKULER) -MEE - 6 6. REDUCING COUPLING G. ........... .....`" \/ S.NEEwNPENDENT FIRE SPRINKLER ............__ .._. __'___......__.__._._. 1 __.... .. .......__........______.. _.. ® 7 RELOCATION DETAIL DOUBLE ARMOVER DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. SYM HANGER SCHEDULE EXISTING UPRIGHT SPRINKLER NOMINAL PIPE SIZE (in.) 1 EXISTING OVERHEAD PEND. SPRK. 3/41I IN 11/4H 11211 211 21211 311 3211 AH f_" (oil CH STEL PIPE EXCEPT TFREATED LKaHUI N/A 12-0 12-015-015-015-015-015-015`-t0 6-7015-01$-'0 THREADED LIGHTWALL STEEL N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A COPTUBE 8-0 8-010- 10-012-0 12-0 12-015-015-015.015-015-0 CPVC 5-6 6-0 64 1-0,8-0 S-010-0 N/A N/A N/A N/A N/A POLYE3uTYLENE (IPS) N/A 3-S 4-1 5-0 5 -Il N/A N/A N/A N/A N/A N/A N/A POLYBUTYLENE (CTS) 2-11 3-4 3-11 4-5 1 5-5 N/A N/A N/A N/A N/A N/A N/A DUCTILE IRON PIPE N/A N/A N/A N/A I N/A N/A 15-0 N/A 15-0 N/A 15-015-0 I I - WITHOUT SUPPORT: 12 in. (306 mm) MAXIMUM FOR SPRNNPARTE STEEL PIPE SUPPORT:610mm) In. 6 In. (162 mm) MAXIMUM FOR COPPER TUBE 24 24 In. ( MAXIMUM FOR --�` STEEL PIPE NOT IN CONTRACT 10051. SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM 12 in. (306mm) MAXIMUM FOR Address COPPER TUBE - 954-818-3825 FP,1 of 1 ARMOVER TO ---+� j PENDENT SPRINKLER ............ 13RANCH LINE OR CROSS MAIN !` ARMOVER ......... � TO SPRINKLER _._BRANCH .OR UNE CROSS MAIN .. - NOTE: The ped-nt sprinkler can be Installed -ithsr dlr-Mfy in the .fitting at the end of the o- or in a fitting at the bottom of a drop nipple FIGUIRE A.S.23.5 FIGUFM A.S2352 MAXLAVM LENGTH FOR VNSLPPORTED ARMOVER HT.S.. MAXIMUM LENGTH OF UNSVPPORIEDAMROVERVMERE N.T.S. THE MAXLNVM ME55URE EXCEEDS (MPSI (6.9 bo ) AND A BRANCH LINE ABOVE A C 1- SUPPLIES PENDENT SPRIN".ERS BELOW CEI 1- * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. VSCHEDULE 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE t 3) (SIZE VARIES, SEE PLAN) 3. ARMOVER.* (SIZE VARIES, SEE PLAN) 2, 4. 1 "90" ELL OR TEE s. DROP (SIZE VARIES, SEE PLAN. \J MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) SCHEDULE - V _ e. NEW SEMI -RECESS N PENDENT FIRE SPRINKLER- . - 1 . EXIST BRANCHLINE OR MAIN 7. CEILING. 2.NEw SNAP -O -LET OR MECH TEE 8. NIPPLE (SIZE VARIES, SEE PUN) � 3.ARMOVER.• 9. REDUCING COUPLING (SIZE VARIES, SEE PLAN) ill (SIZE VARIES, SEE PLAN) -O .- 4.1- 90- ELL OR TEE 1 5. DROP (SIZE VARIES, SEE PLAN MAY FEED TEE SPPLYING MORE THAN ONE SPRINKULER) -MEE - 6 6. REDUCING COUPLING G. ........... .....`" \/ S.NEEwNPENDENT FIRE SPRINKLER ............__ .._. __'___......__.__._._. 1 __.... .. .......__........______.. _.. ® 7 RELOCATION DETAIL DOUBLE ARMOVER DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. SYM PLACEMEN EXISTING UPRIGHT SPRINKLER OFFICE, TOLIET, EXISTING OVERHEAD PEND. SPRK. LOBBY, CORRIDOR, AND DROP CEILING MAWFACTVRE TYCO a AREAS MODE. TY -FRB NOTES: LIGHT H RD MAX SPACING OF $ram FACTOR TEMP. 1/2" 1 K-5.6 155 UNO Company Name FINISH WHITE 225 SQ FT. ORDINARY HAZARD TYPE PENDENT NEW MECH.TEE (SIZE VARIES) MAX SPACING OF SIN TY3231 130 $0 FT. gn. 44 SPRNNPARTE ESCH.PARTE NIA QUICK RESPONSE GENE RAL_ NOTES 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH / NFPA 13 (ED:2010) AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2, ALL CONTROL VALVES, FLOW DEVICES 4 SWITCHES SHALL 5E / PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA 13 (ED:2010)-8.16.1.12:1. (SUPERVISION 5Y OTHERS) 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL 5E 1N ACCORDANCE WITH NFPA 13 (ED:2010)-SECTION 9.1, 4. WHERE ADDITION OR MODIFICATION 15 MADE t0 AN EXISTING SYSTEM s AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL 5E E' ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 bar) FOR 2 -HOURS PER NFPA 13 (ED:2010)-242.1.5 5. MODIFICATIONS THAT CANNOT 5E ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. 6. ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE THAT MAY 15E REQUIRED SHALL 15E 5Y OWNER OR OTHERS. -I. THE EMERGENCY SPARE HEAD CPA5INET(s) TO 5E INSTALLED, PROVIDE HEADS 4 WRENCHES AS REQUIRED PER NFPA 13 (ED:2010)-6.2.5. -- ;� t*14TEfRIAL NOS" / ALL PIPINGS 4 FITTINGS SHALL 5E AS FOLLOWS: 1. SCHEDULE 40 (ASTM A 135) (SIZES 1"AND UP TO 2") / 2. SCHD.10 (ASTM A 135) (SIZES 2112IIAND UP t0 12") 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 250 (ASME 816.4) 3 n 4. MALLEABLE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL (ASME 516.3) 5. ALL GROOVED COUPLINGS ARE TO 5E RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA 13 (ED:2010) SYSTEM IS L DIESIGNED PER NFPA 13 (ED:2010): LIGHT HAZARD AREAS - REQUIRE A DENSITY AREA: 0.10/1500 SOFT. / HOSE ALLOWANCE: 100 GPM ORDINARY HAZARD GROUP I AREAS REQUIRE A DENSITY AREA: 0.15/1500 SOFT HOSE ALLOWANCE: 250 GPM OR HAZARD GROUP 11 AREAS REQUIRE A DENSITY AREA. 0.20/1500 SOFT HOSE ALLOWANCE: 250 GPM QUICK -RESPONSE SPRINKLERS WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL 5E EDUCED ,AS PER NFPA 13 (ED:2010); SECTION 112.3.23.1 WHEN ALL OF THE -- FOLLOWING CONDITIONS ARE SATISFIED: el) WET PIPE SYSTEM (2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY (3) 20 FT MAXIMUM CEILING HEIGHT (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED 5Y 8.6.1 AND 6.6.1 EXCEEDING 32 SOFT. SPRINKLERS SHALL 5E PROVIDED WITH A MINIMUM CLEARANCE OF IS° O EF E ORT P OF TO E E. SCOPE OF WORi< ASCOPE OF WORK 15 TO ADD/RELOCATE (44) NEW QUICK RESPONSE SPRINKLERS DUE TO NEW RELECTED CEILING AND FLOOR PLAN LAYOUT. FIRE SPRINKLER 5YM50L LEGEND O EXISTING UPRIGHT SPRINKLER f EXISTING OVERHEAD PEND. SPRK. ��► EXISTING PENDENT SPRINKLER a EXISTING SIDEWALL SPRINKLER (9 PLUGGED SPRINKLER OR OUTLET - - - EXISTING BRANCHLINE OR MAIN Company Name NEW BRANCHLINE OR MAIN - -W - NEW MECH.TEE (SIZE VARIES) 9- CHANGE IN PIPE ELEVATION A SYSTEM RISER m RISER/STANDPIPE HANGER LOCATION --�` DATE 1.8.2016 NOT IN CONTRACT 10051. SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM KE1' PL�4N ENGINEER SIGN & SEAL PERMIT NO. Wayne Markham JOB NO. _ Bennett PE# 57216CLASSIC �� ' � FLOORS APPROVAL CITY OF BOYNTON BEACH S.A.G. A. RAGOONAN Company Name SCALE 1120 S.E. 14th Ct. 3116" =1'-01I Deerfield33441Ch1 FL' 1127 GATE BLVD. DATE 1.8.2016 Address BOYNTON BEACH, FLORIDA REV DATE 4-7-2016 954-818-3825 FP,1 of 1 Phone FIRE SPRINKLER PLAN SCALE: ane•=r-o• * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SCHEDULE � SUPPORTED BY A HANGER. / ^ -U 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE 3 - (SIZE VARIES. SEE PLAN) _ 3. ARMOVER.* . II `/ (SIZE VARIES, SEE PLAN) 4. 1" 90' ELL OR TEE 2 5. DROP (SIZE VARIES, SEE PLAN. Q `l MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) e. NEW SEMI -RECESS SCHEDULE -Os PENDENT FIRE SPRINKLER 1. EXIST BRANCHLINE OR MAIN 7. CEILING. _ 2.NEW SNAP -O -LET OR MECH TEE - a, NIPPLE (SIZE VARIES, SEE PLAN) -f 31 _ 1`5/1--- 9. REDUCING COUPLING 3.ARMOVER.- ^ (SIZE VARIES. SEE PLAN) �.J (SIZE VARIES, SEE PLAN) 5 4.1- 90- ELL OR TEE 1 5. DROP (SIZE VARIES, SEE PLAN MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) 41fl $.REDUCING COUPLING_-7.CEILING.S.NEW PENDENT FIRE SPRINKLER ,,,,�, ® - ® (J ..... ......... ........................... . 8 \0/ 0- RELOCATION DETAIL DOUBLE ARMOVER DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. NO. DATE REVISION 1 01-08.16 SUBMITTED FOR APPROVAL 2 _ 03-15-16 ADDED SPRINKLER TO OFFICE #110 SOUTHERN FIRE CONTROL, INC. _ Fire Protection, Service & Inspections. 6861 SW 196th Avenue, BAY 304 Pembroke Pines, FL 33332 = = V CC # 997517-0001-1997, _ _�� PHONE 954 858. 1600 FAX' 954 845___w2718 fZ Fire Protection System Engineering Documems: _ : _ PS.v I ��PTF.-,,-1;;_- I - SYY HANGER SCHEDULE EXISTING UPRIGHT SPRINKLER NOMINAL PIPE SIZE (in.) EXISTING OVERHEAD PEND. SPRK. 3411 111 11411 11/2H 2" 2112M 31' 311/211 411 51 (2n SN STEEL PIPE EXCEPT NNSATED L1EIiWAI.I N/A 12-0 12-015-015-015-015-015-015-015-015-015-0 THREAC)ED LIGHTWALL STEEL N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A NM N/A N/A C0PAwTU5E 6-0 8-010-010-0 12-0 12-0 12-015-015-015-015-015-0 CPV( 5-6 6-0 6-(o 1-0 8-0.13-0 10-0N/A N/A NA N/A N/A POLYBUTYLENE (IPS) N/A 3-9 4-1 5-0 5-11 N/A N/A N/A N/A N/A N/A N/A POLYBUTYLENE (CTS) 2-11 3-413-1114-5 5-5 N/A N/A N/A N/A N/ N/A' N/A DUCTILE IRON PIPE N/A N/A N/A 1 N/A N/A N/A 15-0 N/A 15-0 N/A 15-015-0 MAX SPACING OF WITHOUT SUPPORT.- UPPORT.12 in. (305 mm) MAXIMUM- FOR 12 130 SQ FT. or. 44 STEEL PIPE - a tn. (152 mm) MAXIMUM FOR WITHOUT SUPPORT: COPPER TUBE 24 In. (B+Omm) MAXIMUM FOR NOT IN CONTRACT 1009. SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM STEEL PIPE - 12 In. (305mm) MAXIMUM FOR COPPER TUBE J ARMOVER TO---/ - ! PENDENT SPRINKLER ,,,........BRANCH UNE OR CROSS MAIN ARMOVER TO SPRINKLER NCH UNE OR CROSS MAIN - NOTE: The Pedont sprinkler can be Snetdlled either directly In the :fitting at the end of the *mover - or in a fitting at the bottom of a drop nlPPle NWIRE A.S235 FIWRE A.923P✓2 MAMMUM LENSTH FOR UNSUPPORTED ARMOVa _ - N.T.S. MAXLMUM LENGTH OF UNSIRPORTED M1 C`T W"'M RTS. - THEMAXMUMPRESSURE EXCEe""PSIL6 ") ANDA BRANCH LINE ABOVE A CEILINS SU4H.TE5 PENDENT SPRT ERS BELOW cmu`I. FIRE SPRINKLER PLAN SCALE: ane•=r-o• * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SCHEDULE � SUPPORTED BY A HANGER. / ^ -U 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE 3 - (SIZE VARIES. SEE PLAN) _ 3. ARMOVER.* . II `/ (SIZE VARIES, SEE PLAN) 4. 1" 90' ELL OR TEE 2 5. DROP (SIZE VARIES, SEE PLAN. Q `l MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) e. NEW SEMI -RECESS SCHEDULE -Os PENDENT FIRE SPRINKLER 1. EXIST BRANCHLINE OR MAIN 7. CEILING. _ 2.NEW SNAP -O -LET OR MECH TEE - a, NIPPLE (SIZE VARIES, SEE PLAN) -f 31 _ 1`5/1--- 9. REDUCING COUPLING 3.ARMOVER.- ^ (SIZE VARIES. SEE PLAN) �.J (SIZE VARIES, SEE PLAN) 5 4.1- 90- ELL OR TEE 1 5. DROP (SIZE VARIES, SEE PLAN MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) 41fl $.REDUCING COUPLING_-7.CEILING.S.NEW PENDENT FIRE SPRINKLER ,,,,�, ® - ® (J ..... ......... ........................... . 8 \0/ 0- RELOCATION DETAIL DOUBLE ARMOVER DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. NO. DATE REVISION 1 01-08.16 SUBMITTED FOR APPROVAL 2 _ 03-15-16 ADDED SPRINKLER TO OFFICE #110 SOUTHERN FIRE CONTROL, INC. _ Fire Protection, Service & Inspections. 6861 SW 196th Avenue, BAY 304 Pembroke Pines, FL 33332 = = V CC # 997517-0001-1997, _ _�� PHONE 954 858. 1600 FAX' 954 845___w2718 fZ Fire Protection System Engineering Documems: _ : _ PS.v I ��PTF.-,,-1;;_- I - SYY PLACEMEN EXISTING UPRIGHT SPRINKLER OFFICE, TOLIET, EXISTING OVERHEAD PEND. SPRK. LOBBY, CORRIDOR, AND DROP CEILING MANUFACTURE - TYCO 4 AREAS MODE. NOTES: LIGHT HAZARD Y FRB S UX'FACTOR TEMr. 1(2" 1 K-5.6 155 UNO arkham Bennett;" MAX SPACING OF RmsH WHITE 225 SQ FT. ORDINARY HAZARD PPE PENDENT 0 MAX SPACING OF SIN TY3231 T 130 SQ FT. or. 44 SFRNK PARTJI ESCH. PART N/A QUICK RESPONSE NAL_ NOTE // 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH j NFPA 13 (ED:2010) AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2. ALL CONTROL VALVES, FLOW DEVICES 4 SWITCHES SHALL 5E PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA 13 (ED:2010)-8.16.1.12.1. (SUPERVISION 5Y OTHERS) 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL 5E IN / ACCORDANCE WITH NFPA 13 (ED:2010)-5ECTION 9.1, 4. WHERE ADDITION OR MODIFICATION 15 MADE TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL 5E ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.6 bar) FOR 2 -HOURS PER NFPA 13 (ED:2010)-242.1.5 5. MODIFICATIONS THAT CANNOT 5E ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. 6, ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE I / THAT MAY 5E REQUIRED SHALL 5E 5Y OWNER OR OTHERS. i. THE EMERGENCY SPARE HEAD CA5INET(s) TO 5E INSTALLED, PROVIDE i CL HEADS 4 WRENCHES AS REQUIRED PER NFPA 13 (ED:2010)-6.2.9. I MATERIAL= NO 15 I mm_ ALL PIPING 4 FITTINGS SHALL 5E AS FOLLOWS: I / 1. SCHEDULE 40 (ASTM A 135) (SIZES !"AND UP TO 2") I o I 2. SCHD.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12 11) 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 250 (ASME 516.4) o 4. MALLEA5LE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL IL + j (ASME 516.3) i ! 5. ALL GROOVED COUPLINGS ARE TO 5E RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA 13 (ED:2010) SYSTEM IS DESIGNED PER NFPA 13 (ED:2010): I LIGHT HAZARD AREAS REQUIRE A DENSITY AREA: 0.10/1500 SQFT. I HOSE ALLOWANCE: 100 GPM I / ORDINARY HAZARD GROUP I AREAS REQUIRE A DENSITY AREA: 0.15/1500 SQFT I -�� HOSE ALLOWANCE: 250 GPM I ORDINARY HAZARD GROUP 11 AREAS REQUIRE A DENSITY AREA: 0.20/1500 SQFT HOSE ALLOWANCE: 250 GPM QUICK -RESPONSE SPRINKLERS WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL 5E REDUCED AS PER NFPA 13 (ED:2010), SECTION 11.2.3.23.1 WHEN ALL OF THE FOLLOWING CONDITIONS ASE , SATISFIED_ (1) WET PIPE SYSTEM (2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY (3) 20 FT MAXIMUM CEILING HEIGHT (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED 5Y,5.6.1 AND 8.8.1 EXCEEDING 32 SQFT. SPRINKLERS SHALL 5E PROVIDED WITH A MINIMUM CLEARANCE OF 18" F D F (TOR T ORAD Il_ 0 3CO OF UJO K SCOPE OF WORK 15 TO ADD/RELOCATE (44) NEW QUICK RESPONSE SPRINKLERS DUE TO NEW RELECTED CEILING AND FLOOR PLAN LAYOUT. FIRE SPRINKLER 5YM50L LEGEND O EXISTING UPRIGHT SPRINKLER X EXISTING OVERHEAD PEND. SPRK. ISI EXISTING PENDENT SPRINKLER 4 EXISTING SIDEWALL SPRINKLER y _ y PLUGGED SPRINKLER OR OUTLE, - - - EXISTING 5RANCHLINE OR MAIN arkham Bennett;" NEW 5RANCHLINE OR MAIN - - - - -ederal - -i- - NEW MECH.TEE (SIZE VARIES) 0 CHANGE IN PIPE ELEVATION A SYSTEM RISER m RISER/STANDPIPE HANGER LOCATION ally above, printed copies of this document.are not considered ` - NOT IN CONTRACT 1009. SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM L AN ��T,ltiiil�tlli AF P+tO 572-16 ":Y AA of y _ y Current Date + e. a � arkham Bennett;" STATE ,+ - - - - -ederal 6 / (954) 858-1600 Hwy, #109 00'. " _` 4 �,�' 0 R 1.•'`4� - - - - d Beach, FL 33441, Migned �jj'f - nettpe@gmail.corn A� ally above, printed copies of this document.are not considered ` - sealed and the signature mustbe verified on any electronic copies L AN Fire Protection System Em FIRE SPRINKLER PLAN SCALE: 3/18"=T�O" GENERAL NOTE 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 211 2" 2" 2" , ' NFPA 13 (ED:2010) AND THE REQUIREMENTS OF THE Y AUTHORITY HAVING JURISDICTION. 2. ALL CONTROL VALVES, FLOW DEVICES 4 SWITCHES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER jNFPA 13 (ED:2010)-8.16.1.12.1. (SUPERVISION BY OTHERS) 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 (ED. -2010)- SECTION 9.11 OE OE , 4. WHERE. AppftlON OR MODIFICATION IS MADE TO AN EXITING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL 5E 211 211 211 21' ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 bar) FOR MIAM b= I: b: "1� ON*= >� �Y Bl• 1111 8111 1111111111fNo t>. 1111111111Fb: b1• WIN 2 -HOURS PER NFPA 13 (ED:2010)-242.1.5 EIGHT �r� 5. MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED AV 21'.611 AFF. DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING 211 TOP OF STEEL PRESSURE. cd_ 6. ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE [ [ [ [ [ I [ [ [ [ [ [ 1 [ 1 [ THAT MAY BE REQUIRED SHALL BE BY OWNER OR OTHERS. 1. THE EMERGENCY SPARE HEAD C,ABINET(s) TO BE INSTALLED, PROVIDE 11�4i1 i s i ! i i 1U2 ACID GL HEADS 4 WRENCHES AS REQUIRED PER NFPA 13 (ED:2010)-62.9. kub- ER ER AE EI S"z-___ [ 4 [ I 1 1 [ _ 1 [ [ i _ [ $ [ [ [ / ALL PIPING FITTINGS SHALL BE AS FOLLOWS. L SCHEDULE 40 (ASTM A 135) (SIZES I11 AND UP TO 211) 1_ 1 GQUSti G�. T _ _ :� � L1I 1 I 1 1 1 1 1� � 1 �I>x1 Q / 2. SCH0.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12" ) I I I 1 114" I U 111�4R I I-_ 1 1 10 r� 1 I 1 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 250 (ASME 516.4) .r. _ _ _. -1 1 4. MALLEABLE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL 1 iFt' I _�; 1 I _ . - � (ASME 8163) los OFFIC O€N _ 14 -�t1_1 3, 11 ymm 101 1 I,�OmmAF 1 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF _� __._ THOSE LOCATIONS OUTLINED IN NFPA 13 (ED -2010) �� 1 II4COt ST.NINE R 1 11 f � 5A515 OF IDESIGN �®�m��-�It't - # - 11. SYSTEM 16 DESIGNED PER NFPA 13 (ED:2010): 2.1 L 1 BBY LIGHT HAZARD AREAS REQUIRE A DENSITY AREA- 0.10/1500 SQFT. 1 1 HOSE ALLOWANCE: 100 GPM _ _ 51-611'1 1 1I. C:1rPa ORDINARY HAZARD GROUP I AREAS 11 111 11 [ REQUIRE A DENSITY AREA: 0.15/1500 SQFT r _„��.�.•• -•• C)_ ..._. _ _ HOSE ALLOWANCE: 250 GPM 4-000' 1+r10 II - 211 - � o ` _ __ ORDINARY HAZARD GROUP II AREAS •77 1 i REQUIRE A DENSITY AREA: 020/1500 SQFT 1 21-6" HOSE ALLOWANCE: 250 GPM 10- F I 10 4 O . Cl. I� N1 QUICK -RESPONSE SPRINKLERS ` - WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL 15E - ' REDUCED AS PER NFP.' 13 (ED:2010), SECTION 11.2 3.2 3.1 WHEN ALL OF THE FOLLOWING CONDITICN6 ARE SATISFIED: (1) WET PIPE SYSTEM (2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY (3) 20 FT MAXIMUM CEILING HEIGHT (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED SY alo.1 * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. SCHEDULE 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE - 33 (SIZE VARIES. SEE PLAN) 3. ARMOVER.* (SIZE VARIES, SEE PLAN) 2 4. 1" 90- ELL OR TEE 5. DROP (SIZE VARIES, SEE PLAN. MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) NEWESS SCHEDULE -O e. PENDENT SEMI FIRE SPRINKLER 1 . EXIST ORANCHLINE OR MAIN - 7. CEILING. 2.NEW SNAP-O-LLr OR MECH TEE 8. NIPPLE (SIZE VARIES, SEE PLAN)V E 9. REDUCING COUPLING S.ARMOVER- (//6 - (SIN VARIES. SEE PLAN) �/ (SIZE VARIES, SEE PLAN) �O. 4.1" g(r ELL OR TEE ® - 5. DROP (SIZE VARIES. SEE PLAN MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) ^l 7�) 6.REDUCINO COUPLING t `_ 1 g 8.NEEW PENDENT FIRE SPRINKLER �! RELOCATION DETAIL DOUBLE ARMOV;R DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. qCt NO. DATE REVISION 1 01-08.16 SUBMITTED FOR APPROVAL ___ _ _ -- SOUTHERN FIDE CONTROL, INC. Fire Protection, Service & Inspections. 7 6861 SW 196th Avenue, BAY 304 = _ Pembroke Pines, FL 33332 CC # 9975171-0001-1997 "PH Documents FL-OT.DATE: a1=a�=16 I ONE (954) 858-1600FAX (954) 845-2718 - SYN HANGER SCHEDULE EXISTING UPRIGHT SPRINKLER NOMINAL PIPE SIZE 0n-) EXISTING OVERHEAD }PEND. SPIE. 34" IN 11/411 111/211 2" 21/2" 311 311/211 :t" =y" (1i 611 STEEL. PIPE DaK 1}�,gTED 1„ -I, WA 12-@ 12-@ 15-@ 15-@ B-@ 15-@ 15-@ 15`-f 12-012-015-05,4 15--015-@ THREADED LIGHTIIIALL STEEL WA 12-0 12-012-@ 12-0 12-0 12-0 WA WA RIA WA WA COPITUBE 8-0 8-0 10-010-0 CPVC 54 6-0 64 1-0 8-0 S-@ 10- WA WA IsVA WA WA POLYBUTYLENE (IFS) WA 3-S 4-1 5-015-111 NIA I WA I WA I N/A NTA WA WA POLYBUTYLENE (CTS) 2-11 3-4 3-11 4-5 15-51 WAWA WA WA R'A WA WA DUCTILE IRON PIPE WA WA WA WA I WA I WA 15-0N/A 15-0 - WITHOUT SUPPORT: 12 in. (306 mm) MAXIMUM FOR 130 SO FT. OTY. STEEL PIPE - - WITHOUT SUPPORT:. B In. (162. mm) MAXIMUM FOR COPPER TUBE 24 in. (610mm) MAXIMUM FOR -�� STEEL PIPE ----- - 12 In. (308mm) MAXIMUM FOR {{' COPPER TUBE - ARMOVER TO PENDENT SPRINKLER ,,.._..:1RANCN UNE R CROSS MAIN R lSPRINKLER _.._..BRANCH TO O SPR UNE OR CROSS MAIN NOTT•s The pedent •prtnkler eon be I natalled either directly In tho fitting at the and a;' the armo-r or In a fitting at th* bottom- of a Pdrop nipple FIGURE A9238 FIGURE A9239Z' MAXIMUM LENBM FOR UNSUPPORTED ARMOVER NTS. MAXIMUM LEN6M OF UNSUPPORTED AMROVER WHEN NTS THE MAXUtVM PRESSURe EXCEEDS 100 PW (6.9 bar) AND A BRA?44 L134E ABOVE A Clin 1* SUPPLIES PENDENT SPPXNnz. $ BELOW CEIL.II G FIRE SPRINKLER PLAN SCALE: 3/18"=T�O" GENERAL NOTE 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 211 2" 2" 2" , ' NFPA 13 (ED:2010) AND THE REQUIREMENTS OF THE Y AUTHORITY HAVING JURISDICTION. 2. ALL CONTROL VALVES, FLOW DEVICES 4 SWITCHES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER jNFPA 13 (ED:2010)-8.16.1.12.1. (SUPERVISION BY OTHERS) 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 (ED. -2010)- SECTION 9.11 OE OE , 4. WHERE. AppftlON OR MODIFICATION IS MADE TO AN EXITING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL 5E 211 211 211 21' ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 bar) FOR MIAM b= I: b: "1� ON*= >� �Y Bl• 1111 8111 1111111111fNo t>. 1111111111Fb: b1• WIN 2 -HOURS PER NFPA 13 (ED:2010)-242.1.5 EIGHT �r� 5. MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED AV 21'.611 AFF. DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING 211 TOP OF STEEL PRESSURE. cd_ 6. ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE [ [ [ [ [ I [ [ [ [ [ [ 1 [ 1 [ THAT MAY BE REQUIRED SHALL BE BY OWNER OR OTHERS. 1. THE EMERGENCY SPARE HEAD C,ABINET(s) TO BE INSTALLED, PROVIDE 11�4i1 i s i ! i i 1U2 ACID GL HEADS 4 WRENCHES AS REQUIRED PER NFPA 13 (ED:2010)-62.9. kub- ER ER AE EI S"z-___ [ 4 [ I 1 1 [ _ 1 [ [ i _ [ $ [ [ [ / ALL PIPING FITTINGS SHALL BE AS FOLLOWS. L SCHEDULE 40 (ASTM A 135) (SIZES I11 AND UP TO 211) 1_ 1 GQUSti G�. T _ _ :� � L1I 1 I 1 1 1 1 1� � 1 �I>x1 Q / 2. SCH0.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12" ) I I I 1 114" I U 111�4R I I-_ 1 1 10 r� 1 I 1 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 250 (ASME 516.4) .r. _ _ _. -1 1 4. MALLEABLE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL 1 iFt' I _�; 1 I _ . - � (ASME 8163) los OFFIC O€N _ 14 -�t1_1 3, 11 ymm 101 1 I,�OmmAF 1 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF _� __._ THOSE LOCATIONS OUTLINED IN NFPA 13 (ED -2010) �� 1 II4COt ST.NINE R 1 11 f � 5A515 OF IDESIGN �®�m��-�It't - # - 11. SYSTEM 16 DESIGNED PER NFPA 13 (ED:2010): 2.1 L 1 BBY LIGHT HAZARD AREAS REQUIRE A DENSITY AREA- 0.10/1500 SQFT. 1 1 HOSE ALLOWANCE: 100 GPM _ _ 51-611'1 1 1I. C:1rPa ORDINARY HAZARD GROUP I AREAS 11 111 11 [ REQUIRE A DENSITY AREA: 0.15/1500 SQFT r _„��.�.•• -•• C)_ ..._. _ _ HOSE ALLOWANCE: 250 GPM 4-000' 1+r10 II - 211 - � o ` _ __ ORDINARY HAZARD GROUP II AREAS •77 1 i REQUIRE A DENSITY AREA: 020/1500 SQFT 1 21-6" HOSE ALLOWANCE: 250 GPM 10- F I 10 4 O . Cl. I� N1 QUICK -RESPONSE SPRINKLERS ` - WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL 15E - ' REDUCED AS PER NFP.' 13 (ED:2010), SECTION 11.2 3.2 3.1 WHEN ALL OF THE FOLLOWING CONDITICN6 ARE SATISFIED: (1) WET PIPE SYSTEM (2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY (3) 20 FT MAXIMUM CEILING HEIGHT (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED SY alo.1 * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. SCHEDULE 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE - 33 (SIZE VARIES. SEE PLAN) 3. ARMOVER.* (SIZE VARIES, SEE PLAN) 2 4. 1" 90- ELL OR TEE 5. DROP (SIZE VARIES, SEE PLAN. MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) NEWESS SCHEDULE -O e. PENDENT SEMI FIRE SPRINKLER 1 . EXIST ORANCHLINE OR MAIN - 7. CEILING. 2.NEW SNAP-O-LLr OR MECH TEE 8. NIPPLE (SIZE VARIES, SEE PLAN)V E 9. REDUCING COUPLING S.ARMOVER- (//6 - (SIN VARIES. SEE PLAN) �/ (SIZE VARIES, SEE PLAN) �O. 4.1" g(r ELL OR TEE ® - 5. DROP (SIZE VARIES. SEE PLAN MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) ^l 7�) 6.REDUCINO COUPLING t `_ 1 g 8.NEEW PENDENT FIRE SPRINKLER �! RELOCATION DETAIL DOUBLE ARMOV;R DETAIL SEMI-RECESSSED SPRINKLER HEAD N.T.S. SEMI -RECESS SPRINKLER N.T.S. qCt NO. DATE REVISION 1 01-08.16 SUBMITTED FOR APPROVAL ___ _ _ -- SOUTHERN FIDE CONTROL, INC. Fire Protection, Service & Inspections. 7 6861 SW 196th Avenue, BAY 304 = _ Pembroke Pines, FL 33332 CC # 9975171-0001-1997 "PH Documents FL-OT.DATE: a1=a�=16 I ONE (954) 858-1600FAX (954) 845-2718 - SYN PLACEMENT EXISTING UPRIGHT SPRINKLER OFFICE, TOLIET, EXISTING OVERHEAD }PEND. SPIE. LOBBY, CORRIDOR, AND DROP CEILING MANUFACTURE TYCO 4 AREAS MODEL NOTES: .. LIGHT HAZARD TY -FRB SIZEWPACTOR TEMP. 1/2" 1 K-5.6 155 UNO PE# 57216 SPACING OF FINISHMAX WHITE 225 SO FT. ORDINARYAZARD TYPE PENDENT 0 MAX SPACRIGOF SIN TY3231 130 SO FT. OTY. SPRNK PART# ESCIL PART# NIAFill QUICK RESPONSE FIRE SPRINKLER S`I'M50L LEGEND O EXISTING UPRIGHT SPRINKLER ' EXISTING OVERHEAD }PEND. SPIE. (:) EXISTING PENDENT SPRINKLER 4 EXISTING SIDEUTALL SPRINKLER (9 PLUGGED SPRINKLER OR OUTLET - - - EXISTING SRANCHLINE OR MAIL PE# 57216 NEW 5RANCHLINE OR MAIN --�-- NEW MECH.TEE (SIZE VARIES) 0 CHANGE IN PIPE ELEVATION SYSTEM RISER m RISER/STANDPIPE HANGER LOCATION -�� - NOT IN CONTRACT 1009, SPRINKLED FROM EXISTING FIRE SPRK SYSTEM AND 8.8.1 EXCEEDING 32 SQFT. SPRINKLERS SHALL BE PROVIDED WITH A MINIMUM CLEARANCE OF 18 FROM DEFLECTOR TO TOP OF STORAGE FILE. SCOPE OF UJORIG SCOPE OF WORK IS TO App/RELOCATE (43) NEW QUICK RESPONSE SPRINKLERS DUE TO NEW RELECTED CEILING AND FLOOR PLAN LAYOUT. KE tet' FL Al l N.T.5 PERMIT NO. JOB NO. APPROVAL CITY OF BOYNTON BEACH CLAS 00 RS S.A.G. A. RAGOONAN SCALE 3116" =1'-0" DATE 1.8-2016 1127 GATE BLVD, ` � REV DATE BOYNTON BEACH, FLORIDA ---- -- __ ` `v _ ------ FP -1 of 1 ------ - --- ------ ENGINEER SIGN & SEAL Wayne Markham Bennett PE# 57216 Company Name 1120 S.E.14th Ct. Deerfield Bech, FL. 33441 I' Address 954.818-3825 Phone AND 8.8.1 EXCEEDING 32 SQFT. SPRINKLERS SHALL BE PROVIDED WITH A MINIMUM CLEARANCE OF 18 FROM DEFLECTOR TO TOP OF STORAGE FILE. SCOPE OF UJORIG SCOPE OF WORK IS TO App/RELOCATE (43) NEW QUICK RESPONSE SPRINKLERS DUE TO NEW RELECTED CEILING AND FLOOR PLAN LAYOUT. KE tet' FL Al l N.T.5 PERMIT NO. JOB NO. APPROVAL CITY OF BOYNTON BEACH CLAS 00 RS S.A.G. A. RAGOONAN SCALE 3116" =1'-0" DATE 1.8-2016 1127 GATE BLVD, ` � REV DATE BOYNTON BEACH, FLORIDA ---- -- __ ` `v _ ------ FP -1 of 1 ------ - --- ------