The URL can be used to link to this page

02-930-180CONCRETE DOUBLE TEE - j NiVJM D!STANCE = 1' CONCRETE EXPANSION ALL THREAD ANCHOR DRILLED IN SLAB _ ROD _ HANGER ROD. SIZE PER SPEC. SECTION 15050-3.03C STANDARD CLEV15 HANGER (MS SP--69.TYPE ) ROa LOCKING NUT c3 swn&JRRQRT UT TAKE—OUT �1 PIPE SIZE AS I E fr PIPE HANGER DETAIL t 3 NO SCALE PIPE ROD TYPE OF MIN "C" MAX "C" SIZE SIZE FASTENER DIM. DIM. z 1-%' x 1 11/32' DROP- IN ANCHOR 3/16 1 /a , 112. 15/16' 2' 2' i 3/16" 2 3/2,' 21/2 I/ X 1 1/16' 2 B/4• 3" 1 J I/ , 2 DROP -IN ANCHOR ; 3 {/z A 2' 3/�' 4' 1-rV x 2 15/32' DROP- IN ANCHOR 5" 2 3/4 A 4 5141 6' 3/4` 1-3/4'X3 1/4` DROP -IN ANCH. 3 5/16" 5 1/a' STEEL I -TEAM TOR GEkM C-CLAMP OR BAR JOIST WITH LOCK NUT ALL THREAD ROD = TOP OF BEAM OR iVA JOIST TO CENTER LINE SWNEL RING _ OF FIRE SWIV1 RING - : TF,KE-OUT U RIPE HANGER DETAIL - TOP BEAM C-CLAMP N.T.S. PIPE ROD MIN '0' MAX "C" SIZE SIZE ( DIM. DIM. 3/E /z' 1 F/a' 1A 5 /3, 13/4A 1{/4" 13/i6' i ,i3A 2, 2' 1 34(o" 2 /a' 1 7/i6' 2 3" 1 3/41 3 3{/z' 2' 3 5/a" 41 2 I /V � A -1/ a - 2 3/4 A 4 3/4 A 6' J JIiIQ I! � 1/6 it c' N/A N/A SPRINKLER ZONE SUPPLY FROM FIRE MAIN SUPPORT SLAB .ESS STEEL VE BOX. BUTTERFLY VALVE WITH TAMPER SWITCH. STUDS WELDED TO SLEEVE PROJECT SLEEVE 1" ABOVE SUB INDICATING TYPE FLOOR CONTROL VALVE WITH SUPERVISORY SWITCH PRESSURE GAGE AND GAUGE COCK. /-WATE:RFLIOW SWITCH II SIGHT GLASS C� /TEST -- SECTIONAL w VALVE DRAIN VALVE Z TO a GRAIN UNION W/CORROSION RESISTENT ORIFICE, GIVING FLOW EQUIVALENT TO THE SMALLEST SPRINKLER ORIFICE IN THE SYSTEM 4" FIRE SPRINKLER RISER N.F,P.A. 13-1995 FIG. A-4-15.4.2lbi INSPECTOR TEST ASSEMBLY N,T.S, FIRE 8PRINKLER LEGEND ----0— 1/2' ROYAL FLUSH WHITS* PENDANT HEAD ---33 TOTAL K-- 51ol --- To 165" ----©— 1/2' ORIFICE UPRIGHT SPRINKLER HEAD-5RONZE K= 5b7 --- T= 165" ---0— !2' OFFICE PENDENT SPRINKL ER HEAD (200') 200 K-- 5fol --- T= 200' — 0- --- 1/z' OFFICE PENDENT SPRINKLER HEAD CHROMIE RECESSED TYPE (155') SIDEWALL SPRINKLER HEAD CHROME RECESS (G5R) V2' ORIFICE UPRIGHT SPRINKL ER BEAD (BRASS- 236') 286 CONTROL VALVE WITH TAMPER SWITCH FLOW SWITCH oz FIRE DEPARTMENT VALVE IN STAIR - 21/2' (FD.V-) 0 100 FEET HOSE AND REEL FIRE ==[NKLER MOTES: I. THE PROPOSED 5UILDING SHALL BE FULLY SPRINKLERED IN COMPLIANCE WITH THE FOLLOWING: a. LOCAL AUTHORITY PAVING JURISDICTION- b. NFPA 13 - INSTALLATION OF SPRINKLER SYSTEMS a NFPA 20 - CENTRIFUGAL FIRE PUMPS d. NFPA 24 - PRIVATE FIRE SERVICE MAINS e. NFPA 101- LIFE SAFETY CODE f. ALL OTHER APPLICABLE CODES AND STANDARDS. 2. PROVIDE A WET PIPE SPRINKLER SYSTEM, ALTERNATIVELY AID FROM THE FIRE STANDPIPES AND PLJ'1P SYSTEM. 3. PREPARE FULLY DIMENSIONED AND COORDINATED SPRINKLER AND FIRE STANDPIPE SLOP DRAWINGS IN ,ACCORDANCE WITH THE REQUIREMENT OF THIS BUILDING ,AND ALL APPLICABLE CODES AND STANDARDS. SHOP DRAWINGS SHALL BE PREPARED BY A LICENSED SPRINKLER CONTRACTOR AND SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, TOGETHER WITH THE PYDRAILIC CALCULATIONS. , 4. SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE PREPARED IN ACCORDANCE WITH THE CRITERIA SPECIFIED UNDER 'DESIGN CRITERIA' 5. INSTALL PIPING IN ACCORDANCE WITH SECTION 4-1, NFPA 13, 1Q34 EDITION, AND AS FOLLOWS: a- ALL PIPING EXPOSED TO THE WEATHER SHALL BE SCH. 40 GALVANIZED. b- ALL EXP05ED AND CORE AREA PIPING 2-1/2' AND LARSER SHALL BE Sr—H. 10 STEEL COMPLETE WITH GROOVED FITTINGS, r-- ALL CONCEALED PIPING 2' AND SMALLER SHALL BE ALLIED XL, CENTURY LS OR CPVC. d- UNDERGROUND PIPING SHALL 5E CLASS 52 DUCTILE, C-g00 SDR 14 PVC OR EQUAL. 6- INSTALL HANGERS IN ACCORDANCE WITH SECTION 4-6, *FA 13, ISg4 EDITION. I. PROTECT ELEVATORS IN ACCORDANCE WITH 5 T ATE FIRE MAR5IHALL'S UNIFORM SAFETY FJLES, CHAPTER 4A-41. ELECTRICAL AND ELEVATOR CONTRACTORS MUST COMPLY WITH TH1=5E REQUIREMENTS. B- PROVIDE CORROSION RESISTANCE TREATMENT TO SPRINKLER HEADS EXPOSED TO WEATHER ALL NON AIR CONDITIONED AREAS ARE TO BE CONSIDERED EXPOSED TO WEATHER. S. PROVIDE SPARE MEAD AND TOOLS CABINET. 10. HYDROSTATICALLY TEST ENTIRE SYSTEM AT 200 PSI FOR MIN. (2) HOURS MUST PROVIDE CERTIFIED TEST DATE. II. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ANY CONFLICTS OF SPRINKLER HEADS AND LIGHT FIXTURES, SEE ELECTRICAL PLANS 12. COORDINATE: WITH STRUCTURE ALL OTHER TRADES FOR PLACEMENT OF PIPES / HEADS. DESInN CRITERIA: 1. HYDRAULIC DESIGN CRITERIA: A. PARKING GARAGE NFPA HAZARD CLASSIFICATION---- OH-1 DESIGN AREA OF APPLICATION---- 1,500 SF. DESIGN DENSITY ---------------- 0.15 GIFM/Sc. MAXIMUM HEAD SPACING ---- ---- 15 FT. DE51GN COVERAGE PER HEAD---- 130 SF. MAXIMUM. 5. Ot:FICES NFPA HAZARD CLASSIFICATION---- Lq DESIGN AREA OF APPLICATION---- 1,500 SF. DESIGN DENSITY ---------------- 0.10 GP1111/5 - MAXIMUM {-LEAD SPACING --------- 15 FT. DESIGN COVERAGE PER HEAD---- 225 5=. MAXIMUM. 2. 5Y57EM REQUIREMENT PER IHYDRA! ILIC CALCULATIONS GPM = 6l5 PRESSURS = rt5 P515 3. FIRE PUMP DATA: GPM = 500 PR=55URE DIFFERENTIAL= &B PSIG M'N. DICLAR E PRESSURE = e5 PSIG • I �w n t s a. 14h { • " i W� PERMIT SET OWNER/DEVELOPER: TM� com Pam PLAZA 57�� icpAi)- 3A�Don'ia UCO.VPANY 7300 S.W. 57 COURT SUITE 400 49'&O S.N. 72 AVENUE MIAMI, FLORIDA 33155 CITY OF SOUTH MIAMI 305.f�62.1421 SOUTH MIAMI, FLORIDA 33143FS-6 AW.- ONIO FKANYIE FE #11640 MECH . -t; JOSE I MOKAGAS FE 11s'115 ELECT. p `'j VMANA FRANYIE CIURA �• FE #41185 MECH "KK1(? NW v Street MIAMI FL 33i7Z t�o5s1ba • FAx cs�l-sz f ' n in rs. om CHANDLER AND ASSOCIATES AR P.A. M 0003�}50 ssQ S.W. 73RD sr>�Fr SOrJM MIAW FLOPMA 33143 TEL M r�-7as� �� 005) �� COME" 200 Na. DATE FiEVkSiON No. DATE DRAWING TITLE T E -S AND D TAILS PLAN sc,,,LE: DATE J:JNE 1% 23M PRo.�Ecr No: �so�.� �� UCIDATM r Tyr CGOt+m UNM : . - • �— �1 I r ' p 1 :: i r: :..� U ii �< DRAWING NO: 6 � � a�tw�v� 1-0-03 Jot NUME Be-145 (2003)