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07-780-034,I 1 SHOP DRAWING5 NOTE: CONTRACTOR SHALL SUBMIT I COPIES OF FIRE SPRINKLER SHOP DRAWINGS COORDINATED WI -14 THE ELECTRICAL 4 A/C, CONTRACTOR5' 51-IOP DRAWING5 TO THE ENGINEER FOR REVIEW 4 APPROVAL PRIOR TO SUBMITTAL FOR PEWIT TO MIAi-11 -DADS COUMI -Y FIRE DEPT. SI -4oP DRAWING5 AND ANY 'CALCULATIONS SHALL BE SIGNED 4 Siz-ALIED BY A PLORIDA LICENSED ENGINEE`R AND MUST BE SUBMIT] ED FOR FINAL APIP -OvAl Tr) THF= MAI I Ferll ITIFS r�IrPFr-_T'nn SPRINKLER SPECIFICATION 1. ADHERE FO THE BASE BUILDING SPECIFICATIONS AND DRAW;'1GS. 2. EXAMINE 111E ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF ALL OTHER TRADES AND FIELD VERIFY THE LOCATION OF ALL LIGHTING FIXTURES, DIFFUSERS, EXISTING SPRINKLER HEADS AND OTHER EQUIPMENT THAT AFFECTS THIS WORK. 3. VISIF AND CAREFULLY EXAMINE THE EXISTING SPACE SO AS TO BECOMF F 1MILAR WITH EXISTING CONDITIONS AND DIFFICULT -S. SUBMISSI(Al OF A PROPOSAL_ WILL BE CONSTRUED AS EVIDE .ICE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LIBOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF L FFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD S CH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 4. BASE ALL LABOR PRICING ON REGULAR TIME (NON- PREMIUM !TIME). HOWEVER, ALL CONNECTION SCHEDULING MUST BE APPROVE!` BY THE BUILDING'S MANAGEMENT PRIOR TO INTERRUPTION OF ANY P `ILDING'S SERVICES. SUBMIT ADDITIONAL COST FOR EVALUATION TO M <E EACH NEW CONNECTION ON PREMIUM TIME. 5. PRIOR TO INSTALLING OR SUBMITTING FOR APPROVAL ANY 1'1 RTION OF THIS WORK, COORDINATE THIS WORK WIl`H ALL OTHER TRAD. '3 AND AFFIX INDICATION OF THIS COORDINATION TO EACH SHOP DF ^NWING ..UDMITTED FOR APPROVAL. 6. REMOVE AND RELOCATE EXISTING SPRINKLER HEADS AND Pit NG AS INDICATED ON SPRINKLER PLANS. 7. FOR EXACT LOCATION OF SPRINKLER HEADS, REFER TO ARCHITECT'S REFLECTED CEILING PLANS. 8. SPRINKLER HEADS INSTALLED IN HUNG CEILING WILL BE POS'TIONED AS FOLLOWS: LOCATED WITHIN A TOLERANCE OF -F %2 INCH OF THE CENTERLINE OF THE TILES. 9. INSTALL SPRINKLER HEADS TIGHT TO BOTTOM OF HUNG CEIL.I- +G, WITH CARE THAT THE FINISH IS NOT DAMAGED. 10. CUT AND CONNECT NEW SPRINKLER HEADS TO EXISTING PIP[ ADJUST SPRINKLER PIPE SIZES WHERE REQUIRED. 11. CONFORM TO THE FOLLOWING APPLICABLE CODE WHICH COVES THE REQUIREMENTS FOR THIS PROJECTS LOCATION: -FLORIDA BUILDING CODE AND N.F.P.A. 13 (APPLICABLE ISSI_''=) 12. ALL NEW SPRINKLER BRANCH LINES TO BE 1" UNLESS OTHE 'WISE ' NOTED. 13. ALL NEW SPRINKLER BRANCH LINES EXCEEDING 6 FEET IN LENGTH TO BE PROVIDED WITH HANGERS. 14. ALL NEW PIPING TO MATCH EXISTING. 15. ALL FITTINGS TO DE CAST MALLEABLE IRON THREADED OR V1..TAULIC ,• GROVED. 16. ONLY SHOULDER NIPPLES WILL BE USED. CLOSE NIPPLES WII.'_ NOT BE ACCEPTABLE. ADJUST SPRINKLER HEAD TO THE NEW CEILING (EIGHT. 17. WHEN CONCEALED TYPE SPRINKLER HEADS ARE USED, THE C -VER PLATES WILL BE FLUSH WITH THE CEILING PLANE TO LIMIT S ADOW EFFECT. TOLERANCE GREATER THAN -H 1/8 INCH ARE UNACC 'TABLE. 18. USE LIGHT HAZARD SIZING AND SPACING. 19. ARRANGE THE PERMANENT INSTALLATION OF PIPING SO THAT � LL OR ANY PART OF THE WORK CAN BE COMPLETELY DRAINED. PIPI .3 TO BE PITCHED SO AS TO DRAIN THE MAIN DRAIN OR AUXILIARY DR N. 20. WHEN THE INSTALLATION OF A FLOOR HAS BEE14 COMPLETED, TEST IT INDEPENDENTLY OF THE REST OF THE BUILDING. 21. THE SPRINKLER SYSTEM WILL BE HYDROSTATICALLY TESTED U . )ER A MINIMUM PRESSURE OF 200 PSI FOR TWO HOURS. 22. DURING THE TEST PERIOD, THE SPRINKLER SYSTEM WILL NOT 3E CONNECTED TO THE DOMESTIC WATER SYSTEM OF THE BUILDI. G. 23. REPLACE WORK FOUND DEFECTIVE OR REPAIR IF SO DIRECTEE. AFTER REPLACEMENT OR REPAIR, TEST WORK AGAIN AS SPECIFIED. RFPEAT UNTIL SATISFACTORY. 24. AFTER TEST IS COMPLETED, FLUSH ALL PIPING AT THE FLOW ATE DESIGNATED IN N.F.P.A. 13. FLUSH PIPING USING SUFFICIENT :`trATER TO PRODUCE A MINIMUM WATER VELOCITY OF 2.5 FEET PER -COND THROUGH PIPING BEING FLUSHED. CONTINUE UNTIL DISCHARGE WATER SHOWS NO DISCOLORATION. DRAIN AT LOW POINTS. AFTER FILL ;RING AND CLEANING, PREPARE SYSTEM FOR SERVICE BY IMMEDIATE['' FILL- ING PIPING. 25. SUBMIT COMPLETE HYDRAULIC CALCULATIONS FOR EACH SYSTF •4 ON ALL FLOORS. 26. USE TIIE FOLLOWING GENERAL DESIGN DENSITY CRITERIA: - LIGHT HAZARD-. .10 GPM AT 1500 SO. FT. SHE ASS I SPRINKLER HEAD /-FINISHED ` CEILING CEILING COVER PLATE CONCEALED PENDANT HEAD HANGER ROD SCHEDULE PUPE SIZE ROIL SIZE PIPE SIZE ROD SIZE UP TO 4' 3/8' DIA. 10' AND 12' 5/8' DIA. 5', 6' & 8' 112' DIA. HANGER SPAN SCHEDULE FIRE SPRINKLER HEAD SCI S(D PIPE Ld A SPAN, FT(M) DIA,, IN. SPAN, FT(M) 1 112(3.7) 4 - CONCEALED QU CK ESPONSE BRASS 165 4.2 1/2" V K114 0 EXISTING SPRINKLER TO REMAIN e 15(4.6) 2 112 115(4.6) EXISTING SPRINKLER TO BE REMOVED 3 115(4.6) 12 ( *) COORDI;4ATE FINISII WITH ARCIIITECT� BLAZE MASTER SHE ASS I SPRINKLER HEAD /-FINISHED ` CEILING CEILING COVER PLATE CONCEALED PENDANT HEAD HANGER ROD SCHEDULE PUPE SIZE ROIL SIZE PIPE SIZE ROD SIZE UP TO 4' 3/8' DIA. 10' AND 12' 5/8' DIA. 5', 6' & 8' 112' DIA. NEW UPRIGHT HEAD TU BE WITHIN 12' FROM SLAB .-- �/ -- I' X 112' REDUCER 1/2' SCH. 00 NIPPLE , NEW 1' SPRIG UP EXISTING BRANCII LINE 1/2' X 1' INCREASER SPRIG UP SPRINKLER DETAIL N.T.S. EXISTING BRANCH L g r I Y J s D 1 & 2 Hour Fire Rated Through Penetration rtrestop Single Melol Pike_'I11nugI1 I Concrete floors or wol►s usfrli) FYRE -SIL or FYRE -SIL Si I F- roling = r « z rtr'. T- roling = 0 Hr. M 3A - 31 I i 38 E- I -NEW 1 -1/2' ARM OVER & DROP © Floor or Wall assembly = A, yi ' (hick concrete • Steel Pipe - 4" dlam.(or s taller) Sch. 40 (or heavier) sleel. PENDANT SPRINKLER HEAD -Annular space Is max. 3/4' NEW FINISHED CLG. --- ® A) 3 k2 " Thick mineral wool min 4.0 pcf), ) irlcllon tilled. B 1" Illlckness of FYRE -Sit, or FYRE -SIL S/L (floors only) ARMOVER SPRINKLER DETAIL FIRE RATED PIPE._ PENETRATION DETAIL N. T. S. N. F.S. QRANCHLINE CONNECTION _ -- - - - - - -- --- - - - - - - - - - - --------------------------------------------------- - - - - -- ---------------- i � �TOP BEAM C CLAMP I I 1 cv I ' I � -ALL THREAD RUll I PIPE RING I ,T I FOR STEEL BAR JOIST i 2 112" N N / I f I i= 2 1 /2" -----------------=- - - - - -- ---- ----------- - - - - - - - ------------ I-------- -------- - - - - -- ------- - - - - - - - - -- I ----------------- L I_- jn1:4 �° :�'i.t:'�,�•.,�.iGl;l,�;;t.'`�; I I .� I I ( I f 1- - -- 1,. -- I- - - - -tom--------------- - - - - -- -tom I I RUll COUPLING I I I l FASTENER (POWER STUD) II I I ( 1 I I I I 1- 1 I I ALL THREAD ROD � I I HANGER RING I 1,. ELIE CONCRETE CEILING 1 _HANGER DETAILS C1I L - - -- - - - - - -- I C, I i j) -- I I I I I I I I i 11 1/2 „ it I I I F. I I I 1 - - -- - - - - - - I- - L(}- - - - I - - - - - -K i / .�t�`' �I i / i / N X ) k7N4 �DULE HANGER SPAN SCHEDULE 0 SLEEL PIPE Ld DIA., IN. SPAN, FT(M) DIA,, IN. SPAN, FT(M) 1 112(3.7) 4 15(4.6) 1 1/4 112(3.7) 5 15(4.6) 1 112 115(4.6) 6 15(4.6) 2 115(4.6) e 15(4.6) 2 112 115(4.6) 10 20(6.0) 3 115(4.6) 12 20(6.0) BLAZE MASTER NOMINAL DIA., IN. SPAN, FT(M) DROP TEE F1(14) DRUP ELBOW IN -00 3/4 5.5(1.7) 3(0.91) 6(152) 1 6.0(1.8) 4(1,22) 9(229) 1 1/4 6.5(2.0) 5(1.52) 12(305) 1 112 17.0(2.1) 7.0(2,1) 12(305) 2 8,0(2.4) 7.0(2.1) 12(305) 2 1/2 9.0(2.7) 7.0 <2,1) 12(305) 3 1i0<3,0) 7.0(2.1) 12(305) NEW UPRIGHT HEAD TU BE WITHIN 12' FROM SLAB .-- �/ -- I' X 112' REDUCER 1/2' SCH. 00 NIPPLE , NEW 1' SPRIG UP EXISTING BRANCII LINE 1/2' X 1' INCREASER SPRIG UP SPRINKLER DETAIL N.T.S. EXISTING BRANCH L g r I Y J s D 1 & 2 Hour Fire Rated Through Penetration rtrestop Single Melol Pike_'I11nugI1 I Concrete floors or wol►s usfrli) FYRE -SIL or FYRE -SIL Si I F- roling = r « z rtr'. T- roling = 0 Hr. M 3A - 31 I i 38 E- I -NEW 1 -1/2' ARM OVER & DROP © Floor or Wall assembly = A, yi ' (hick concrete • Steel Pipe - 4" dlam.(or s taller) Sch. 40 (or heavier) sleel. PENDANT SPRINKLER HEAD -Annular space Is max. 3/4' NEW FINISHED CLG. --- ® A) 3 k2 " Thick mineral wool min 4.0 pcf), ) irlcllon tilled. B 1" Illlckness of FYRE -Sit, or FYRE -SIL S/L (floors only) ARMOVER SPRINKLER DETAIL FIRE RATED PIPE._ PENETRATION DETAIL N. T. S. N. F.S. QRANCHLINE CONNECTION _ -- - - - - - -- --- - - - - - - - - - - --------------------------------------------------- - - - - -- ---------------- i � �TOP BEAM C CLAMP I I 1 cv I ' I � -ALL THREAD RUll I PIPE RING I ,T I FOR STEEL BAR JOIST i 2 112" N N / I f I i= 2 1 /2" -----------------=- - - - - -- ---- ----------- - - - - - - - ------------ I-------- -------- - - - - -- ------- - - - - - - - - -- I ----------------- L I_- jn1:4 �° :�'i.t:'�,�•.,�.iGl;l,�;;t.'`�; I I .� I I ( I f 1- - -- 1,. -- I- - - - -tom--------------- - - - - -- -tom I I RUll COUPLING I I I l FASTENER (POWER STUD) II I I ( 1 I I I I 1- 1 I I ALL THREAD ROD � I I HANGER RING I 1,. ELIE CONCRETE CEILING 1 _HANGER DETAILS C1I L - - -- - - - - - -- I C, I i j) -- I I I I I I I I i 11 1/2 „ it I I I F. I I I 1 - - -- - - - - - - I- - L(}- - - - I - - - - - -K i / .�t�`' �I i / i / N X ) k7N4 �DULE .$ 0 LL_ OAT Ld sod..` , Q MIDGE B -2 VKI 6 �E WI11 E �CWI WHITE 1111RON AD LL.r- 0 °� F11�_C S PLAN SCALE 1/4" = 1' -0" GALLARDO �Ll-IIS�A A UN )ER BAS BU [DIP G F ERty IT L� (D 0 rn I U) u7 r7 �' co �1 C0 co to W t� U w Ln (U L U 0 J- ti 0/i U - cu ° 17: a� U � z U [� U. - 1f) o U U I ARCH. LICENSE AR 07671 -a avlommilm job no. 9903 date. 01-28-07 scale. As Shut yn drawn by A G. reviewed by. C.M issued- 0.1-28- 07 sheet no. FP- I .$ 0 LL_ Ld sod..` , Q c `` LL_- LL.r- 0 °� LLJ 0�= Z �I- a i 2. ARCR.LIC. 'E L� (D 0 rn I U) u7 r7 �' co �1 C0 co to W t� U w Ln (U L U 0 J- ti 0/i U - cu ° 17: a� U � z U [� U. - 1f) o U U I ARCH. LICENSE AR 07671 -a avlommilm job no. 9903 date. 01-28-07 scale. As Shut yn drawn by A G. reviewed by. C.M issued- 0.1-28- 07 sheet no. FP- I 0 LL_ Ld U_ LL_- LL.r- 0 °� LLJ 0�= Z �I- a =N� u � 0 Ld o 0 4- C) d- z E Ld . Ld J L� (D 0 rn I U) u7 r7 �' co �1 C0 co to W t� U w Ln (U L U 0 J- ti 0/i U - cu ° 17: a� U � z U [� U. - 1f) o U U I ARCH. LICENSE AR 07671 -a avlommilm job no. 9903 date. 01-28-07 scale. As Shut yn drawn by A G. reviewed by. C.M issued- 0.1-28- 07 sheet no. FP- I