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07-992-021i i i w i y 6HOF PRAWINGS NOTE: CONTRACTOR SHALL SUBMIT 7 C0P11 =5 OF FIRE SPRINKLER SHOP DRAWINGS GOORDINATED W11" THE ELECTRICAL I A/C CONTRACTORS' SHOP DRAWINGS TO TWE ENGINEER FOR REVIEW i Af Pt?OVAL PRIOR TO SUBMITTAL I'OR PERMIT TO MIAMI -DARE COUNTY EIRE DEFT. S140P DRAWINGS AND ANY CALGULATICIAS 514ALL BE SIGNED t SEALED BY A FLORIDA LICENSED ENGINFOi AND RUST BE SUBMITTED FOR NNAL APPR.OvAL TO THE MALL FACILITIES DIRECTOR, SPRINKLER SPECIFICATION . 1. ADHERE TO THE BASE BUILDING SPECIFICATIONS AND DRAWINGS. 2. EXAMINE THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF ALL OTHER TRADES A14D FIELD VERIFY THE LOCATION OF ALL LIGHTING FIXTURES, DIFFUSERS, EXISTING SPRINKLER HEADS AND OTHER EQUIPMENT THAT AFFECTS THIS WORK. 3. VISIT AND CAREFULLY EXAMINE THE EXISTING SPACE SO AS TO BECOME FAMILAR WITH EXISTING CONDITIONS AND DIFFICULTIES. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS 13EEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 4. RASE ALL LABOR PRIC114G ON REGULAR TIME (NON - PREMIUM TIME). HOWEVER, ALL CONNECTION SCHEDULING MAST BE APPROVED BY THE. BUILDING'S MANAGEMENT PRIOR TO INTERRUPTION OF ANY BUILDING'S SERVICES. SUBMIT ADDITIONAL COST FOR EVALUATION TO MAKE EACH NEW CONNECTION ON PREMIUM TIME. 5. PRIOR TO INSTALLING OR SUBMITTING FOR APPROVAL ANY PORTION OF 11115 WORK, COORDINATE THIS WORK WITH ALL OTHER TRADES AND AFFIX INDICATION OF THIS COORDINATION TO EACH SHOP DRAWING SUBMITTED FOR APPROVAL. 6. REMOVE AND RELOCATE EXISTING SPRINKLER HEADS AND PIPING 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 CEIL114G WILL BE POSITIONED 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 CEILING, WITH CARE THAT THE FINISH IS NOT DAMAGED, 10. CUT AND CONNECT NEW SPRINKLER HEADS TO EXISTING PIPING. ADJUST SPRINKLER PIPE SIZES WHERE REQUIRED. 11, CONFORM TO THE FOLLOWING APPLICABLE CODE WHICH COVERS THE REQUIREMENTS FOR THIS PROJECTS LOCATION: -- FLORIDA BUILDING CODE AND N.F.P.A. 13 (APPLICABLE ISSUE) 12. ALL NEW SPRINKLER BRANCH LINES TO BE 1" UNLESS OTHERWISE NOTED. 13. ALL NEW SPRINKLER 13RANCII LINES EXCEEDING 6 FEET IN LE14GTH TO BE PROVIDED WITH HANGERS. 14. ALL NEW PIPING TO MATCH EXISTING. 15. ALL FITTINGS TO BE CAST MALLEABLE IRON THREADED OR VICTAULIC GROVED. 16. ONLY SHOULDER NIPPLES WILL BE USED. CLOSE NIPPLES WILL NOT BE ACCEPTABLE. ADJUST SPRINKLER HEAD TO THE NEW CEILING HEIGHT. 17. WHEN CONCEALED TYPE SPRINKLER HEADS ARE USED, THE COVER PLATES WILL BE FLUSH WITH THE CEILING PLANE TO LIMIT SHADOW EFFECT. TOLERANCE GREATER THAN -I_ 1/8 INCH ARE UNACCEPTABLE. 18. USE LIGHT HAZARD SIZING AND SPACING. 19. ARRANGE THE PERMANENT INSTALLATION OF PIPING SO THAT ALL OR ANY PART OF THE WORK CAN BE COMPLETELY DRAINED. PIPING TO BE PITCHED SO AS TO DRAIN THE MAIN DRAIN OR AUXILIARY DRAIN. 20. WHEN THE INSTALLATION OF A FLOOR HAS BEEN COMPLETED, TEST IT INDEPENDENTLY OF THE REST OF THE BUILDING. 21. THE SPRINKLER SYSTEM WILL BE HYDROSTATICALLY TESTED UNDER A MINIMUM PRESSURE OF 200 PSI FOR TWO HOURS. 22. DURING THE TEST PERIOD, THE SPRINKLER SYSTEM WILL NOT BE CONNECTED TO THE DOMESTIC WATER SYSTEM OF THE BUILDING. 23. REPLACE WORK FOUND DEFECTIVE OR REPAIR IF SO DIRECTED. AFTER REPLACEMENT OR REPAIR, TEST WORK AGAIN AS SPECIFIED. REPEAT UNTIL SATISFACTORY. 24. AFTER TEST IS COMPLETED, FLUSH ALL PIPING AT THE FLOW RATE DESIGNATED IN N.F.P.A. 13. FLUSH PIPING USING SUFFICIENT WATER TO PRODUCE A MINIMUM WATER VELOCITY OF 2.5 FEET PER SECOND THROUGH PIPING BE114G FLUSHED. CONTINUE UNTIL DISCHARGE WATER SHOWS NO DISCOLORATION. DRAIN AT LOW POINTS. AFTER FLUSHING AND CLEANING, PREPARE SYSTEM FOR SERVICE BY IMMEDIATELY FILL- ING PIPING. 25. SUBMIT COMPLETE HYDRAULIC CALCULATIONS FOR EACH SYSTEM ON ALL FLOORS. 26. USE THE FOLLOWING GENERAL DESIGN DENSITY CRITERIA: -- LIGHT HAZARD: .10 GPM AT 1500 SQ. FT. ROD CUUPLINI ALL THREAD I HANGER RING TOP BEAM C CLAMP I -,-- -ALL THREAD ROD PIPE RING ENR SZ.EEL AR JOIST 2 (POWER STUD) F. t3_ CONCRETE CEIUNG HANGER DETAILS RLS, FIRE SPRINKLER PLAN SCALE 1/4" = 1' -0" GALLARDO ST RUCT -URE I' NIPPLE BRANCH LINE V ELPOW SHELL. ASSEMBLY ' \ - SPRINKLER HEAD FINISHED CEILING CEILING COVER PLATE CONCEALED PENDANT MEAD BRANCHLINE CONNECTION EIRE SPRINKLER PLAN SCALE 1/4" - V-0" GALLARDO STEELPIPE FIRE SPRINKLER HEAD SCHEDULE SYM QNT I NAME COVERAGE METAL TEMP K 1 NAT MFG. h1ODEL k SIN ESCUT. COAT ( ") CGNN. (1) - I CONCEALED) I QUICK RESPONSE NRASS 165' 4.2 1/2" 1 VIKIIJG MIRAGE 1 -2 YK116 WHITE WHITE THREAD E) EXISTING SPRINKLER TO REMAIN 9<229) 65(2.0) 5(1.52) M EXISTING SPRINKLER TO RE REMOVED 12 <305) 8.0(2.4) 7.0(2.1) ( *) COORDINATE FINISII WITH ARCHITECT 9.0(2.7) 7.0(2.1) 12(305) FIRE SPRINKLER PLAN SCALE 1/4" = 1' -0" GALLARDO ST RUCT -URE I' NIPPLE BRANCH LINE V ELPOW SHELL. ASSEMBLY ' \ - SPRINKLER HEAD FINISHED CEILING CEILING COVER PLATE CONCEALED PENDANT MEAD BRANCHLINE CONNECTION EIRE SPRINKLER PLAN SCALE 1/4" - V-0" GALLARDO STEELPIPE SPAN, FT(M) DIA., IN. SPAN, FT(M) 12(3.7) 4 15(4.6) 12(3.7) 5 15(1.6) 15(4.6) 6 15(4.6) 15(4.6) p 150.6) 15(4.6) 10 20(6.0) 15(4.6) 12 20(6.0) BLAZE MASTER SPA14, FT <M) DRUP• ILE FI(M) DROP ELBOW IN0114 5.5(1.7) 3(0191) 6(152) 6.0(1.8) A1(1122) 9<229) 65(2.0) 5(1.52) 12(305) 7.0(2.1) 7,0(2.1) 12 <305) 8.0(2.4) 7.0(2.1) 12(305) 9.0(2.7) 7.0(2.1) 12(305) V V Y k. V V U W V 1 F+ ,• • �-' U U V W V V V U W 41 • V W V V V �; • • V V U V V V U i .. U P .+ • W V V „�' ' I r APPROVED FOR BUILDING PERMITTING PURPOSES ,. -�Vlo BY DADE COUNTY FIRE DEPARTMENT FIRE PROTECTION CONTRACTOR'S WORKING PLAN A Pry,; NFPA T3. 1.9. 1 �i` `-',�, •,l"�` ' �� O SHALL BE SUE ^AITTED FOR APPR0VAL v t'� `" TO METR0 Drr')E C=IF F L1t:PAF2TPJIENT �� BEFORE ANY FIRE PROTECTION SYSTEM IS INSTALLED OR REMODELED DATE L�_-I� EYAd NEW UPRIGHT HEAD :�`? '':':'''.' °:�.� �• �` `:'c' TO BE WITHIN 12' FROM SLAB .- I' X 112' REDUCER 112' SCH. 80 NIPPLE NEW I' SPRIG UP EXISTING BRANCH LINE 112' X V INCREASER SPRIG UP SPRINKLER. DETAIL N.T.S. EXISTING DRANCII NEW 1 -112' ARM OVER L DROP PENDANT SPRINKLER HEAD NEW FINISHED CLG, ARMOVER SPRINKLER DETAIL N.T.S. I & 2 Hour Fire Raled Throu�:r Pen`trallon Firesiop for Sil ::yip M�lal Pipe Through Conclrje floors or walls using. FYR` -SIL or FYRE --SIL S/L F-- raling = 1 & 2 llr. T- raling = 0 1-Ir. •. • A S I 0 Floor or Wall assembly = ; " thick concrel© Q • Sigel Pipe - 4 diam.(or zs !loll +r) Sch. 40 (or heavier) deal. •Annular space Is max. 3/4' I A 3 f; " chick mineral wool ;min 4.0 pcf), frlcllon filled. B 1" thickness of FYRE- -SI1, or FYRE --SIL S/L (floors only) FIRE RATED PIPE PENETRATION DETALI N.T.S. ,.. �1_ (:I_r- ARCH. LICENSE AR 07671 a c� I ♦ :D -n co 00 n 4 r V J � rn o a� 0 a� rn 0 ,I- n -I-� Q) 0 J / U n l W : � Y C_ r7 O �1_ (:I_r- ARCH. LICENSE AR 07671