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14-374-002's 411` a I e l�il ;4 S4 I � p LUMB ALL CONTROL VALVES, FLOW DEVICES 4 5LUITCHE5 SHALL BE wP 4WP Ij i4 o WP - MERCHANDISE j 1 A..,,, 'i s �1 WALL5 ' WP W P pp W I I WP WALENt5$ rw 130T.,CF 524 22 1 11 Design Area No. 1 - LIGHT HAZARD Density 0.10 Area 1061 SQ. FT. . / s a� � , % '' r`�� ✓ ` Flaw 527.989 gpm @ 91,105 psi ; •.' Includes 100 gpm Hose allowance ` �ry \fir �. o � �1 11�" 114" 1)i° ■ ea� 1 � `'_�, , .or . r- r- §•r.�Gr.- __ .®�r. ?ti8 , 1 OUDOOR DINING 1 wP FOYER 1 _ 14 Arr. 1iLn of sL f" Aa 1> 14,_1" aor. \�a \ 1rLa L�} Ik 1'a OF BEAM I��+ / ■ k r 7- .r ,r ,,� - r }y r4 i4 _ ■ 1 4 ��� 51,.: - ;w r T - - - r ®® M9 2 P �. 1f AISJ' -,: 30T 1 9 11 s!N ' 14' -1' SOT. OF B.AM o Al ;:.. tS" Sti � 1 R ■ 15' -0" -0" 1 f '' . VP 1 I 1 I `P oF 9LA6 T + A9 `\• ✓, /il 1 -- 14'- 1 "30T. /f 1+ N e IE, 8" E30T ■ OF BEAM 0 / 'j %.,• --- ':%t`� r o oLAB 1 1 f OF L ■14h r } 1J4" 1 F BEAM ' _ - ®r1" r WP 14 i (' o 4 -Q 5 -4 5 -1 11 7 -Q 1 c DINING 1 2 -A" BI0 4 I \ ¢I 1 1 / f� /�, . I ■ 1 ■ ®■tee®■®■ 12' 1 N6�ii S I \.> (i} T I 1 • ° WP / -77 f i DINING i + 6g 0 __ -/""1_ 14 -0 e ,r € s ' V ? IllAL $ 15'_5" E30T 15 -8' BOT { W 2" ig ,. -__ I _. �: __ '1. . of BLAB of 8LAE3 } 4 lUA 5 I EX ND5 � .............. 1 14 -P BOT. LL h LUM EFt 1 ' St N i ('` �\ 14 -I' )3Q1. e I OF BEAM EXTEND TO i Q 16'- 112/A" F �T• $L , \,1 `� OF BE M a %'> I `, ■ Ir o /' SOT. OF SLAB I a ., 1 - � Er x le 114" 11e j 714 I I ,� 5 -8 1 4-F3 ' -0 A -0 DINING 3� . tti 3 ■■ 1 1 .� I �° t :a 12'Y7 1' -1 v ■7 M�' 0 r� ��1 R I! 1 �tj 4rp STORAGE: - I `0" Ime 1 � FOYE � i I � r � � 1 i i11Y�" ; ; ..rrl {, i y . fl LIQUOR 1 � I R d I e: -- T! � >• 0 SERVICE 3• -- A 7. /'e 4'Ip EXIST. MEN WALL$ EXTENDS TO °.._ _ :..:. / RR n 13OT. OF 5LA5 a %1 1 lie _ 11� - r ' , 11§" r� ik" � r es r -- ;ems r r - - C1•- � •;i� � � •,;. � i s'_`s y is N y } ,. o KITCHEN ©Y i (? EXIST. . 1 01 «_ 7' -0" k 8' -0" 7' -1" i z WOMEN N.I.C. oDISHWASHING :/ RR i. ! 4 s . EXISTING al - nr 'ti."" 9. 1 lie - Re - 1 n 1.4 l;ls an o R Ir OFFICE LOCKER�E 1 / EXISTING " M4 ��■ - I i -, « H D _I Kew- 7 1 Vfl n 1 arn. aaa. 1f a° i+ Z �WU WU 1 0r. 1 1 N C1 EXIST- 61, 267 -0 3f'4 PlfRE 5FfR1N<LEfR FLAN SCALE: 1/81) a V-011 * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. �}-_ SCHEDULE LJ 4 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE (SIZE VARIES, SEE PLAN) 3. ARMOVER,* (SIZE VARIES, SEE PLAN) 4. 1" 90' ELL OR TEE 5, DROP (SIZE VARIES, SEE PLAN. MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) 1 5. NEW SEMI - RECESS '•' s PENDENT FIRE SPRINKLER n �.• SCHEDULE CONCRETE SLAB 7. CEILING. 2.POWDER DRIVEN STUD 8. NIPPLE °- 3 SIZE VARIES, SEE PLAN) ?'4 Z SCHIE'DUL IE i L 9. REDUCING COUPLING POWDER DRIVEN STUD ac (' \� �_� ALL THREAD ROD SIZES 31ROD COUPLING 1, CONCRETE SLAB (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE /-� (SIZE VARIES. SEE PLAN) 2.DROP IN ANCHOR 3/8" _IS TO BE USED -{ 41 4,ALL THREAD ROD DROP IN ANCHORS �e 3 (SIZE VARIES, SEE PLAN) 11 5, HANGER RING ALL THREAD ROD SIZES 3.ALL THREAD ROD (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE (SIZE VARIES, SEE PLAN) 6.PIPE 3/8" IS TO BE USED 4.HANGER RING 8 FOR 8" do 8" PIPE 5, PIPE 1/2" IS TO BE USED _ - 7 POWDER DRIVEN STUD DROP -IN ANCHOR DOUBLE ARMOVER DETAIL THREADED STUD ON CONCRETE N.T.S. WITH ADJUSTABLE HANGER N.T.S. SEMI- RECESS SPRINKLER N.T.S. - -._- VVUV VVU u VV VVV V u U -- V V J U U• J u U J V V V V V V u V v V V V U U U U U U V u l U uu 0XISt- 1000GPM % v V J FIRE PUMP a - NOTES "� V �ZO S�POWELNE ROAD, E T I CD 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH DEERFIELD BEACII, FLORIDA 33442 ; + ..•.,J, J..JJU JJJ JJUV is n I NFPA 13,- (ED:2001) AND THE REQUIREMENTS OF THE J J Pfl: X54 -C�85 -8080 FAX: 305- 742 -0399 6 `�' AUTHORITY HAVING JURISDICTION. �J JJ 2 r P V J J J J J L 1,1 rLN�F #:194794-0001-2010 LUMB ALL CONTROL VALVES, FLOW DEVICES 4 5LUITCHE5 SHALL BE wP 4WP PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER 6a sP9 110 o WP - MERCHANDISE j 1 A..,,, 3. WALL5 ' E=XTENDS To €SOT. OF: 5LA5 ,W ACCORDANCE WITH NFPA 13- 5ECTION 9 -1, ch h 4. WHERE ADDITION OR MODIFICATION 15 MADE TO AN EXISTING SYSTEM u Z 4 HANGER LOCATION AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE 15 -0 NOT IN CONTRACT 100% SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM 6' ISOLATED AND TESTED AT NOT LE55 THAN 200 P51 (13.6 bar) FOR 15 -0 - wP-------------- THREADED LIGHTWALL STEEL PIPE 2 -HOURS PER NFPA13- 24.215 o✓+ w F-1 5. MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA -1) CN m jWP-- - - - - {_ jj u c PRESSURE- 8 -0 �2 \/ ` ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE 1:;, 12 -0 CD R .. tD 1( J -f. THE EMERGENCY SPARE HEAD CABINET(s) TO BE INSTALLED, PROVIDE CPVC ASI6 O I1�f.a _ 4wr' ----- -eMmrw ep. EXIST- 6 co LUAL.L" P.I.V. "� 6" 26 0 W P pp W I I WP WALENt5$ rw 130T.,CF 524 22 1 11 Design Area No. 1 - LIGHT HAZARD Density 0.10 Area 1061 SQ. FT. . / s a� � , % '' r`�� ✓ ` Flaw 527.989 gpm @ 91,105 psi ; •.' Includes 100 gpm Hose allowance ` �ry \fir �. o � �1 11�" 114" 1)i° ■ ea� 1 � `'_�, , .or . r- r- §•r.�Gr.- __ .®�r. ?ti8 , 1 OUDOOR DINING 1 wP FOYER 1 _ 14 Arr. 1iLn of sL f" Aa 1> 14,_1" aor. \�a \ 1rLa L�} Ik 1'a OF BEAM I��+ / ■ k r 7- .r ,r ,,� - r }y r4 i4 _ ■ 1 4 ��� 51,.: - ;w r T - - - r ®® M9 2 P �. 1f AISJ' -,: 30T 1 9 11 s!N ' 14' -1' SOT. OF B.AM o Al ;:.. tS" Sti � 1 R ■ 15' -0" -0" 1 f '' . VP 1 I 1 I `P oF 9LA6 T + A9 `\• ✓, /il 1 -- 14'- 1 "30T. /f 1+ N e IE, 8" E30T ■ OF BEAM 0 / 'j %.,• --- ':%t`� r o oLAB 1 1 f OF L ■14h r } 1J4" 1 F BEAM ' _ - ®r1" r WP 14 i (' o 4 -Q 5 -4 5 -1 11 7 -Q 1 c DINING 1 2 -A" BI0 4 I \ ¢I 1 1 / f� /�, . I ■ 1 ■ ®■tee®■®■ 12' 1 N6�ii S I \.> (i} T I 1 • ° WP / -77 f i DINING i + 6g 0 __ -/""1_ 14 -0 e ,r € s ' V ? IllAL $ 15'_5" E30T 15 -8' BOT { W 2" ig ,. -__ I _. �: __ '1. . of BLAB of 8LAE3 } 4 lUA 5 I EX ND5 � .............. 1 14 -P BOT. LL h LUM EFt 1 ' St N i ('` �\ 14 -I' )3Q1. e I OF BEAM EXTEND TO i Q 16'- 112/A" F �T• $L , \,1 `� OF BE M a %'> I `, ■ Ir o /' SOT. OF SLAB I a ., 1 - � Er x le 114" 11e j 714 I I ,� 5 -8 1 4-F3 ' -0 A -0 DINING 3� . tti 3 ■■ 1 1 .� I �° t :a 12'Y7 1' -1 v ■7 M�' 0 r� ��1 R I! 1 �tj 4rp STORAGE: - I `0" Ime 1 � FOYE � i I � r � � 1 i i11Y�" ; ; ..rrl {, i y . fl LIQUOR 1 � I R d I e: -- T! � >• 0 SERVICE 3• -- A 7. /'e 4'Ip EXIST. MEN WALL$ EXTENDS TO °.._ _ :..:. / RR n 13OT. OF 5LA5 a %1 1 lie _ 11� - r ' , 11§" r� ik" � r es r -- ;ems r r - - C1•- � •;i� � � •,;. � i s'_`s y is N y } ,. o KITCHEN ©Y i (? EXIST. . 1 01 «_ 7' -0" k 8' -0" 7' -1" i z WOMEN N.I.C. oDISHWASHING :/ RR i. ! 4 s . EXISTING al - nr 'ti."" 9. 1 lie - Re - 1 n 1.4 l;ls an o R Ir OFFICE LOCKER�E 1 / EXISTING " M4 ��■ - I i -, « H D _I Kew- 7 1 Vfl n 1 arn. aaa. 1f a° i+ Z �WU WU 1 0r. 1 1 N C1 EXIST- 61, 267 -0 3f'4 PlfRE 5FfR1N<LEfR FLAN SCALE: 1/81) a V-011 * ARMOVERS GREATER THAN 24" IN LENGTH SHALL BE SUPPORTED BY A HANGER. �}-_ SCHEDULE LJ 4 1. EXIST BRANCHLINE OR MAIN 2. NEW TEE (SIZE VARIES, SEE PLAN) 3. ARMOVER,* (SIZE VARIES, SEE PLAN) 4. 1" 90' ELL OR TEE 5, DROP (SIZE VARIES, SEE PLAN. MAY FEED TEE SUPPLYING MORE THAN ONE SPRINKLER) 1 5. NEW SEMI - RECESS '•' s PENDENT FIRE SPRINKLER n �.• SCHEDULE CONCRETE SLAB 7. CEILING. 2.POWDER DRIVEN STUD 8. NIPPLE °- 3 SIZE VARIES, SEE PLAN) ?'4 Z SCHIE'DUL IE i L 9. REDUCING COUPLING POWDER DRIVEN STUD ac (' \� �_� ALL THREAD ROD SIZES 31ROD COUPLING 1, CONCRETE SLAB (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE /-� (SIZE VARIES. SEE PLAN) 2.DROP IN ANCHOR 3/8" _IS TO BE USED -{ 41 4,ALL THREAD ROD DROP IN ANCHORS �e 3 (SIZE VARIES, SEE PLAN) 11 5, HANGER RING ALL THREAD ROD SIZES 3.ALL THREAD ROD (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE (SIZE VARIES, SEE PLAN) 6.PIPE 3/8" IS TO BE USED 4.HANGER RING 8 FOR 8" do 8" PIPE 5, PIPE 1/2" IS TO BE USED _ - 7 POWDER DRIVEN STUD DROP -IN ANCHOR DOUBLE ARMOVER DETAIL THREADED STUD ON CONCRETE N.T.S. WITH ADJUSTABLE HANGER N.T.S. SEMI- RECESS SPRINKLER N.T.S. - -._- VVUV VVU u VV VVV V u U -- V V J U U• J u U J V V V V V V u V v V V V U U U U U U V u l U uu 0XISt- 1000GPM % v V J FIRE PUMP a - NOTES "� V �ZO S�POWELNE ROAD, E T I CD 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH DEERFIELD BEACII, FLORIDA 33442 ; + ..•.,J, J..JJU JJJ JJUV is n I NFPA 13,- (ED:2001) AND THE REQUIREMENTS OF THE J J Pfl: X54 -C�85 -8080 FAX: 305- 742 -0399 6 `�' AUTHORITY HAVING JURISDICTION. �J JJ 2 r P V J J J J J L 1,1 rLN�F #:194794-0001-2010 2. SCHD.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12 ") BI1 2. ALL CONTROL VALVES, FLOW DEVICES 4 5LUITCHE5 SHALL BE - u EXISTING PENDENT SPRINKLER PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER 6a sP9 110 o NFPA 13- 2 --1,3, (SUPERVISION BY OTHERS) -- - A..,,, 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN O - -�- - FIRE P I N I F I N COI T I I UAT I ON ACCORDANCE WITH NFPA 13- 5ECTION 9 -1, ch STEEL PIPE EXCEPT THREATED 110WALL 4. WHERE ADDITION OR MODIFICATION 15 MADE TO AN EXISTING SYSTEM u Z 4 HANGER LOCATION AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE 15 -0 NOT IN CONTRACT 100% SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM 6' ISOLATED AND TESTED AT NOT LE55 THAN 200 P51 (13.6 bar) FOR 15 -0 100 -0 - THREADED LIGHTWALL STEEL PIPE 2 -HOURS PER NFPA13- 24.215 o✓+ w F-1 5. MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA -1) CN m N/A DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING jj u N/A PRESSURE- 8 -0 �2 \/ ` ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE 1:;, 12 -0 CD THAT MAY BE REQUIRED SHALL BE BY OWNER OR OTHERS- . WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL BE tD 1( J -f. THE EMERGENCY SPARE HEAD CABINET(s) TO BE INSTALLED, PROVIDE CPVC ASI6 O I1�f.a 6 -0 HEADS 4 WRENCHES AS REQUIRED PER NFPA EXIST- 6 co LUAL.L" P.I.V. "� 6" 26 0 _CA MATE I AL NOTE EiP3 �a ` N/A ALL PIPING 4 FITTINGS SHALL BE AS FOLLOWS: I. XL (A5TM A 135) (SIZES I "AND UP TO 211) 2. SCHD.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12 ") O EXISTING UPRIGHT SPRINKLER col EXISTING PENDENT SPRINKLER <] EXISTING 51DEWALL SPRINKLER 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 25O (ASME 816.4) PLUGGED 5PRINKLER OR OUTLET -- - A..,,, 214° (Y) O - -�- - FIRE P I N I F I N COI T I I UAT I ON D CHANGE IN PIPE ELEVATION STEEL PIPE EXCEPT THREATED 110WALL � II 2 RISER/STANDPIPE Z 4 HANGER LOCATION �- 15 -0 NOT IN CONTRACT 100% SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM 15 -0 ,Y ' 15 -0 u _ 1 H (ASME 816.3) SCALE: 1/8 �- 1 -0 THREADED LIGHTWALL STEEL PIPE N/A o✓+ w '> �" 12 -0 MAXIMUM SPRINKLER SPACING: 130 SQ.FT 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA -1) 12 -0 N/A jj u N/A CY 8 -0 �2 \/ ` 10 -0 1:;, 12 -0 AR 15 -0 WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL BE 15 -0 15 -0 15 -0 CPVC ASI6 O I1�f.a 6 -0 6-6 7 -0 8 -0 _CA 10 -0 N/A N/A N/A N/A REDUCED AS PER NFPA 13 (200rt EDITION), SECTION 11.2,3.2,3.1 WHEN ALL OF POLYBUTYLENE (IPS) N A 3 -9 4 -7 (v cd N/A N A Q N A N/A POLYBUiYLENE CTS 2 -11 THE FOLLOWING CONDITIONS ARE SATISFIED: 3 -11 4 -5 5 -5 _WA _VA DUCTILE IRON PIPE N/A N A N/A cn N/A mmmm 15 -0 N A 15 -D N/A 115-0115-0 s L1U !Y (1) WET 1yiPE SYSTEM WITHOUT SUPPORT: -- (2) LIGH_I: HAZARD OR ORDINARY HAZARD OCCUPANCY 12 In. (305 mm) MAXIMUM FOR STEEL PIPE 4 in (152 mm) MAXIMUM FOR WITHOUT SUPPORT: COPPER TUBE 24 In. (510mm) MAXIMUM FOR �r ►- 12 in. (305mm) MAXIMUM FOR I- COPPER TUBE cv (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED BY 8.6.1 i ARMOVER TO... LINE 2. SCHD.10 (ASTM A 135) (SIZES 21/2 "AND UP TO 12 ") O EXISTING UPRIGHT SPRINKLER col EXISTING PENDENT SPRINKLER <] EXISTING 51DEWALL SPRINKLER 3. CAST IRON THREADED FITTINGS, CLASS 125 AND 25O (ASME 816.4) PLUGGED 5PRINKLER OR OUTLET -- - EX15TING 15RANCHLINE OR MAIN 214° (Y) O - -�- - FIRE P I N I F I N COI T I I UAT I ON D CHANGE IN PIPE ELEVATION STEEL PIPE EXCEPT THREATED 110WALL � II 2 RISER/STANDPIPE 4. MALLEABLE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL HANGER LOCATION �- 15 -0 NOT IN CONTRACT 100% SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM 15 -0 ,Y ' 15 -0 u _ 1 H (ASME 816.3) SCALE: 1/8 �- 1 -0 THREADED LIGHTWALL STEEL PIPE N/A 12 -0 '> �" 12 -0 MAXIMUM SPRINKLER SPACING: 130 SQ.FT 5. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA -1) 12 -0 N/A jj u N/A 13 (ED:200 8 -0 �2 \/ ` 10 -0 1:;, 12 -0 AR 15 -0 WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL BE 15 -0 15 -0 15 -0 CPVC ASI6 O I1�f.a 6 -0 6-6 7 -0 8 -0 _CA 10 -0 EIRE SPRINKLE12 SYMB ©L -EG END O EXISTING UPRIGHT SPRINKLER col EXISTING PENDENT SPRINKLER <] EXISTING 51DEWALL SPRINKLER 1" PLUGGED 5PRINKLER OR OUTLET -- - EX15TING 15RANCHLINE OR MAIN 214° NEOJ BRANCHLINE OR MAIN O - -�- - NEW MECH.TEE (SIZE VARIES D CHANGE IN PIPE ELEVATION STEEL PIPE EXCEPT THREATED 110WALL SYSTEM R15ER 2 RISER/STANDPIPE H05 = ALLOWANCE: 100 GPM HANGER LOCATION �- 15 -0 NOT IN CONTRACT 100% SPRINKLED FROM EXISTING FIRE SPRK. SYSTEM HANGER SCHE E)ULE OJ r� SYSTEM la DESIGNED PER NFPA 13- (ED:200-1) Z H- �y 1" LIGHT HAZARD AREAS ILLI 2' 214° REQUIRE A DENSITY AREA: 0.10 /1500 5Q.FT. O tu 5' 6° MAXIMUM SPRINKLER SPACING: 225 5Qr-T STEEL PIPE EXCEPT THREATED 110WALL N/A 12 -0 12 -0 H05 = ALLOWANCE: 100 GPM 15 -0 15 -0 15 -0 ORD INA�, DYC;ROUP I AREAS ORDIN RY 15 -0 ,Y ' 15 -0 DENSIRT- AREA: 0,15 /1500. 50 FT THREADED LIGHTWALL STEEL PIPE N/A 12 -0 12 -0 12 -0 MAXIMUM SPRINKLER SPACING: 130 SQ.FT 12 -0 12 -0 N/A N/A HOSE ALLOWANCE: 250 GPM N/A COPPER TUBE 8 -0 8 -0 QUICK- RESPONSE SPRINKLERS 10 -0 12-0 12 -0 AR 15 -0 WHEN UTILIZING QUICK REPONSE SPRINKLERS, DESIGN AREA SHALL BE 15 -0 15 -0 15 -0 CPVC 5 -6 6 -0 6-6 7 -0 8 -0 9 -0 10 -0 N/A N/A N/A N/A REDUCED AS PER NFPA 13 (200rt EDITION), SECTION 11.2,3.2,3.1 WHEN ALL OF POLYBUTYLENE (IPS) N A 3 -9 4 -7 (v cd N/A N A N A N A N/A POLYBUiYLENE CTS 2 -11 THE FOLLOWING CONDITIONS ARE SATISFIED: 3 -11 4 -5 5 -5 _WA _VA DUCTILE IRON PIPE N/A N A N/A N/A N/A mmmm 15 -0 N A 15 -D N/A 115-0115-0 s (1) WET 1yiPE SYSTEM WITHOUT SUPPORT: -- (2) LIGH_I: HAZARD OR ORDINARY HAZARD OCCUPANCY 12 In. (305 mm) MAXIMUM FOR STEEL PIPE 4 in (152 mm) MAXIMUM FOR WITHOUT SUPPORT: COPPER TUBE 24 In. (510mm) MAXIMUM FOR (3) 20 FT MAXIMUM CEILING HEIGHT ►- 12 in. (305mm) MAXIMUM FOR I- COPPER TUBE (4) THERE ARE NO UNPROTECTED CEILING POCKETS AS ALLOWED BY 8.6.1 i ARMOVER TO... LINE PENDENT SPRINKLER . ......... gR CCH ARMOVER ............... TO SPRINKLER .BRANCH LINE OR CROSS MAIN NOTE: The pedant eprinkler con HANGER SCHE E)ULE NOMINAL PIPE SIZE (In.) I X' 1" 1W 114" 2' 214° 3n 314° 4° 5' 6° 8" STEEL PIPE EXCEPT THREATED 110WALL N/A 12 -0 12 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 THREADED LIGHTWALL STEEL PIPE N/A 12 -0 12 -0 12 -0 12 -0 12 -0 12 -0 N/A N/A N/A N/A N/A COPPER TUBE 8 -0 8 -0 10 -0 10 -0 12-0 12 -0 12 -0 15 -0 15 -0 15 -0 15 -0 15 -0 CPVC 5 -6 6 -0 6-6 7 -0 8 -0 9 -0 10 -0 N/A N/A N/A N/A N/A POLYBUTYLENE (IPS) N A 3 -9 4 -7 5 -0 5 -11 N/A N A N A N A N/A POLYBUiYLENE CTS 2 -11 - - 3 -11 4 -5 5 -5 _WA _VA DUCTILE IRON PIPE N/A N A N/A N/A N/A N/A 15 -0 N A 15 -D N/A 115-0115-0 s WITHOUT SUPPORT: 12 In. (305 mm) MAXIMUM FOR STEEL PIPE 4 in (152 mm) MAXIMUM FOR WITHOUT SUPPORT: COPPER TUBE 24 In. (510mm) MAXIMUM FOR STEEL PIPE 12 in. (305mm) MAXIMUM FOR COPPER TUBE i ARMOVER TO... LINE PENDENT SPRINKLER . ......... gR CCH ARMOVER ............... TO SPRINKLER .BRANCH LINE OR CROSS MAIN NOTE: The pedant eprinkler con be installed either dimatly In the fitting at the and of the a r or In a fitting at the bottom of a drop nipple FIGURE A523B F1WR4=- A92352 Mn %xMUM LENGTH FOR U WWMTEDn WER NT.i M HRVM LENGTH OF UNSUPWR rED AMOVER WHERE IHE MAXLMUM PRESSURE EXCEEDS 100 PSI (6.9 t-) AND A ORAWH LINE A89VE A CELUN 5w'P1.iES VF DENT SFREHY SMWW6_TLiNG N.TS. NOTE: INSTALLED WITH THE DEFLECTORS WITHIIJ'HE HORIZONTAL PLANES OF 1 IN. TO 6 IN, (25.4 MM TO 152 MM) BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 22 IN, (559 MM) BELOW THE CEILINGIROOF DECK 22" MAXIMUM 10 1" TO A MAXIMUM OF 6" RELOCATION �C t_ CAF SJ�1� 14' -1,, A..1 =. E30t. �I°h1G. JC�IGJ7e AND 8.5.1 EXCEEDING 32 SQr-T. L1J - a 5PRINIGLER5 SHALL BE PROVIDED WITH A MINIMUM CLEARANCE OF 15" FROM DEFLECTOR TO TOP OF STORAGE PILE. LL �OQ4� Z E- S C P OF: W O I �/ � 1("i�i O l�U Uhl I�lt k a • I SCHEDULE ° ? I I. EXIST BRANCHLINE OR MAIN J 2. EXISTING TEE 2 (SIZE VARIES, SEE PLAN) 3. ARMOVER 6 4. NIPPLE E 4 5, 1" 0.' ELL 5. SPRIG 7. 1" x M" REDUCING COUPLING �(�5��=• " �} 5 I 5, NEW UPRIGHT FIRE SPRINKLER 4. CEILING 10. CONCRETE BEAM -3 * (aRMOVERS GREATER THAN 12' IN LENGTH SHALL BE SUPPORTED BY A HANGER. RELOCATION DETAIL UPRIGHT SPRINKLER N.T.S. RELOCATION �C t_ CAF SJ�1� 14' -1,, A..1 =. E30t. �I°h1G. JC�IGJ7e AND 8.5.1 EXCEEDING 32 SQr-T. L1J - a 5PRINIGLER5 SHALL BE PROVIDED WITH A MINIMUM CLEARANCE OF 15" FROM DEFLECTOR TO TOP OF STORAGE PILE. LL �OQ4� Z E- S C P OF: W O I �/ � 1("i�i O l�U Uhl I�lt k a •