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HomeMy WebLinkAbout1801 Airline Ave 06-722 Sprinkler parking garage AirportAM41AIF,. 4ME - - - - - - - - - - MI N2 N3 �4 N5 I I I I I TO ESCALATOR PIT, SPPRE S PER CODE. (CONFIRM SPRI,IKLIP HEAD I I I I LAYOUT WITH FINAL PI DIMbISIONS AND LOCATION l 1� I" UP T TO OF 5,Z I I ELEVATOR SUAFT ! 114 O8. c 114 IIIIIIIIIIIIIIII 1� Ill fI -d o 4-1112 �PI'jn(--- EI EVATOR --� r t— — c EQUIPM. RM. 4 ,\ � 1 11D — I1IllIIllllllllll[IIIIIIIItIIIIIIIII If 1IIIIIIIIIIIH IIF - t 1 — t HI I: 2 1 2" UP TO I .l 4-0 2—o .I ( :I SEC)ND FLOOR, I I I I y Z,3�,hUtiDRMACIE HN ROOM. I I L L n I n rp NI N2 N4 FIELD VERIFY ACCEPTABLE TIE IN POINT TO M5 \ '2 N5 EXISTING SYSTEM. IF THERE IS NO ADEQUITE POINT OF CONNECTION NEAR MEZZANINE ADDITION THEN TIE IN MUST BE MADE AT I I EXISTING FIRE SUPPRESSION PUMP ROOM I LOCATED APPROX. 110' TO 'THE NORTH WESIF. i I MEZZANINE ADDITION - 1ST FLOOR PLAN MEZZANINE ADDITION - 2ND FLOOR PLAN OSIA - MEZZANINE ADDITION FIRE PROTECTION - PIPING PLAN /,-- /--, I = - /_)) _.) _)) \ 2r1/2"rDOWN, SEE G—I�L UVYYII, Jr-L MEZZ. SECOND FLOOR PLAN FOR CUNT. MEZZANINE ADDITION - HIGH CEILING PLAN STEEL I BEAM OR BAR JOISTS TYPE CONSTRUCTION i, AriGf l? Fr l �' UNIVERSAL P BEAM CLAMP PER NFPA—#13 REQUIREMENTS: "ALL THREAD ROD FOR 1" THRU 4" PIPE SIZES ALL THREAD ROD FOR 6" AND 8" PIPE SIZES ADJUSTIBLE HANGER RINC GENERAL HANGER NOTE ALL HANGER MATERIALS &. INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO. #13, LATEST EDITION. CONCRETE DECK a STEEL CONCRETE DROP -IN ANCHOR / (HOLE HVGGER) 3/3" ALL THREAD ROD ( FOR 1" THRU 4" PIPE SIZES ) 1/2- ALL THREAD ROD ( FrR 6" PIPE SIZES ) (" ROD SIZES NOTED PER NFPA-#13 HANGER REQ'M.") PIPE HANGER RING // \\ �-- FIRE SYSTEM PIPING 1' TO 6' S'NIVEL RING HANGER CONCRETE INSERT PIPE HANGER DETAIL (U.L./F.M. APPROVED) N.T.S. GENERAL.. NOTES: 1.) ALL MATERIALS AND INSTALLATION TO BE IN ACCORDANCE WITH ALL REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO.#13 2002 EDITION AND PAMPHLET NO.#14 2003 EDITION; AS WELL AS, ANY REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2.) PARKING GARAGE HAS BEEN DESIGNED TO BE A "DRY MANUAL STANDPIPE SYSTEM" ONLY. 3.) ALL MAIN PIPING 4" AND LARGER IN THE "PARKING GARAGE" TO BE ASTM SCH.40 GALVANIZED STEEL PIPE FOR THE PARKING GARAGE ONLY.!!! 4.) ALL OTHER MAIN PIPING NOT IN THE GARAGE, 21/z" AND LARGER TO BE ASTM SCH.-10 BLACK STEEL PIPE. 5.) ALL MAIN PIPING TO BE ROLL GRV'D PIPING WITH GRV'D FITTINGS' & GRV'D COUPLINGS. 6.) 1" THRU 2" BRANCH LINE PIPING INDICATED ON DRAWINGS TO BE ASTM SCH.40 GRADE BLACK STEEL PIPE FOR THE BRIDGEWAY ADDITION AREA. 7.) 1" THRU 2" BRANCH. LINE PIPING ON DRAWING TO BE THREAEDED PIPE WITH THREADED FITTINGS USING C.I. STD. PATTERN, CLASS #175 THR'D FITTINGS. 8.) ALL SPRINKLER PIPING TO BE MANUFACTURED UNDER ONE OF THE FOLLOWING ASTM STANDARDS— A53, A135, OR A795. 9.) ALL MATERIALS & EQUIPMENT TO BE U.L. AND F.M. APPROVED 'TO BE USED ON THIS PROJECT. FF FL=1O'-3" ELEVATION DISTANCE FROM FINISHED FLOOR 'TO CENTERLINE OF PIPING. FF FL=11'-4" SHEET NOTES: (1 ROUTE FIRE PROTECTION PIPING WITHIN CHASE AND BULKHEADS, COORDINATE ADDITIONAL CHASE AND BULKHEAD SIZES WITH ARCHITECT. O2 COORDINATE WITH GENERAL CONTRACTOR LOCATION AND REQUIRED DEPTH OF EACH VALVE BOX. SYM CNT NAME METAL TEMP K NPT ORIF MFC. MODEL# ESCUT 0 31 CONCEALED PENDENT BRASS 155 5.60 1/2" 1/2 RELIABLE C4—A WHITE CONCEALED COVER PLATE 5 UPRIGHT BRASS 286 5.60 1/2" 1/2 RELIABLE "C" N/A I PENDENT CHROME 286 5.60 1/2" 1/2" RELIABLE "C" 1/2" 2—PCE. DEEP CHRM. �+ 1 HORIZ. SIDEWALL BRASS 286 5.60 1 /2" 1 /2 RELIABLE "G" N/A 38 = TOTAL HEADS REQ'D FOR ENTIRE PROJECT ;k DESIGN NOTE * NEW SPRINKLER PIPING SIZES AND DESIGN REQ'M TO MATCH THE SIZING AND DESIGN REQUIREMENTS FOR THE EXISTING BUILDING SPRINKLER SYSTEM !!! FLOW TEST DATA STATIC : DESIGN CRITERIA SYSTEM NO. MEZZN. ADDITION ELEVATOR EQUIP. ESCALATOR MACHN. HYDRAULIC CALCULATIONS LOCATION RESIDUAL HAZARD LIGHT HAZ'D ORDINARY HAZ'D ORDINARY HAZ'D TYPE OF SYSTEM FLOWN : SPACING 225 SO. FF. MAX. 130 SQ. FT. MAX. 130 SO. Ff. MAX. NO. OF SPRINKLERS DATE : K FACTOR K = 5.60 K = 5.60 K = 5.60 DENSITY TIME INSIDE HOSE --0-- --0-- --0-- DESIGN AREA LOT_.: OUTSIDE HOSE 100 GPM 250 GPM 250 GPM CPM FLOIN ® BASR BY RACK GPM RESIDUAL PSI 0 BASR �..,. TO ELEVATOR SHAFT 61 TO ELEVATOR EQUIPMEN F •� �' �-��RUUM 1 MONITORED ISOLATION VALVE (WIRE BY OTHERS) TYPICAL IN 2 LOCATIONS. ELEVATOR /ESCALATOR VALVIN G NO SCALE �1 rn 7 05 r­ °' 0 01 c� II \ LO CJ) CV cs? Cl r� x Ili t l C T,�.�.. w w Q;� J � Cam_'] C NOTE: IT IS THE OViER'S RESPONI-C LITY TO MAINTAIN THE FIRE :3PFMLER SYSTEM PER THE REOU49EN ENTS OF NFPA-425 INTEC4M DATE JAN.-31-2006 FIRE PROTECTION OF ORLANDO, INC. SCALE: 3301 EAST SR 46 SANFORD, Fl. 32771 (407)323-4200 AS NOTED DRAWN 6Y: R. W. AHJ: CCNTRACT WITH: ACI CONSTRUCTION James M. Curtis, P.E. ORL.ANDO—SANFORD CONSULTING FIRE PROTECTION ENGINEER INTERNATIONAL AIRPORT 29776Bayhead Road Dade City, Florida 33523 PARKING GARAGE AND P.E_ a 37912 ,PEDESTRIAN BRIDGE SANFORD, FLORIDA MEZZANINE ADDITION C6N1RACr NO. #25057 ENGINEERS SEAL FIRE PROTECTION PLAN I SHEEr r10. #40F #4 00 ^l 0C) I _00 I r-- C2� C1� 1 i (2l (1pJ (11� i I i I I 6" F.D.C. LINE INTO I BUILDING FROM YARD F.D.C. LOCATION STAIR-#2 /STAIR-#3 -(TYPJ OSIA - PARKING GARAGE - VERTICAL STANDPIPES LAYOUT PLAN - "DRY MANUAL STANDPIPE ))- V_0))) (SCALE- 1/4 - 00 r-- FLOW TEST DATA STATIC : RESIDUAL FLOW DA FE TIME I-OC. CONCRETE DECKo SIEEL CCNCREIE DROP —IN ANCHOR / (HOLE HUG(ER) 3/6- ALL THREAD ROD ( FOR I- IHRU a' PIPE SIZES ) 1/?- ALL THREAD ROD ( FOR 6- PIPE SIZES ) (" RCA SIZES NOTED PER NFPA--115 HANGER REO'M.••) PIPE HANGER RING FIRE SYSTEM PIPING I' TO 6- SIMNEL RING HANGER CONCRETE INSERT PIPE HANGER DETAIL (U.L./F.M. APPROVED) N.T.S- GENERAL HANGER NOTE ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO. #13, LATEST EDITION. DESIGN CRITERIA SYSTEM NO. "PARKING GARAGE" HAZARD "DRY MANUAL STANDPIPE s1STEM" SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE BY: J RACK GPM 3 I 0'-6" TI I 21/2" FIRE HOSE �VA. `r`J/ REDUCER EL 1' 7Y" 2 21/2" FIRE HOSE VA. W/ REDUCER 21/2," CLAMP `r (TYP.�� z 21/2" FIRE HOSE _ VA. W/ REDUCER 21/2." ' <r a 21/2" FIRE HOSE VA. W/ REDUCER 21/9" a. a -- 21/2" FIRE HOSE VA. W/ REDUCER 21/2" RISER CLAMP �r (TYP-,� 21/2" FIRE HOSE 4 VA. W/ REDUCER 21/2„ <r DRIP VA. n � GENERAL_ NOTES: 0o I ( 0 _ _ I O • I o I ryl cv C � r- ®in r '�' e.{.a a j� 3 1.) ALL MATERIALS AND INSTALLA-ITON TO BE IN ACCORDANCE M Y `PJITH ALL REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO.#13 2002 EDITION AND PAMPHLET NO.r:14;•- 2003 EDITTO^J; AS '!SELL AS, •- �^ ANY REQUIREMENTS OF THE LOCAL AU IHORITY HAVING JURISDICTION. �f) I --' w Frai 2.) PARKING GARAGE HAS BEEN DESIGNED TO BE A "DRY MANUAL STANDPIPE SYSTEM" ONLY. LLl �v ccv 3.) ALL MAIN PIPING 4" AND LARGER IN THE "PARKING GARAGE" TO BE ASTM SCH.40 .� GALVANIZED STEEL PIPE FOR THE PARKING GARAGE ONLY.!!! 4.) ALL OTHER MAIN PIPING NOT IN THE GARAGE 21/2" AND LARGER TO BE ASTM SCH.-10 BLACK S-rEEL PIPE. 5.) ALL MAIN PIPING TO BE ROLL GRV'D PIPING WITH GRV'D FITTINGS NOTE: IT IS THE OWNER'S RESPONSHLITY TO MAINTAIN THE FIRE & GRV'D COUPLINGS. SPRINKLER SYSTEM PER THE REQUIREMENTS OF NFPA-425 6.) 1" THRU 2" BRANCH LINE PIPING INDICATED ON DRAWINGS TO BE ASTM REVISED: SCH.40 GRADE BLACK STEEL PIPE FOR THE BRIDCEWAY ADDITION AREA. 7.) 1" THRU 2" BRANCH LINE PIPING ON DRAWING TO BE THREAEDED PIPE WITH THREADED FITTINGS UsINc C.I. STD. PATTERN, CLASS #175 THR'D FITTINGS. 8.) ALL SPRINKLER PIPING TO BE MANUFACTURED UNDER ONE OF THE FOLLOWING ASTM STANDARDS- A53, A135, OR A795.K's 0 9.) ALL MATERIALS & EQUIPMENT TO BE U.L. AND F.M. APPROVED TO BE USED v INrEGFM ON THIS PROJECT. DATE: FF=l0'-3" ELEVATION DISTANCE FROM FINISHED FLOOR TO CENTERLINE OF PIPING. JAM.-31-2006 FIRE PROTECTION OF ORLANDO, INC SCALE: 3W EAST SR 46 SANFORI), FL 32771 AS NOTED 1407I 323-4200 DRAWN BY: R. W. AHJ: CONTRACT WITH, ACI CONSTRUCTION HYDRAULIC CALCULATIONS James M. Curbs, P.E. ORL.ANDO-SANFORD LOCATION CONSULTING FIRE PROTECTION ENGINEER INTERNATIONAL AIRPORT TYPE OF SYSTEM Dade 776 Cit , yhead Road Florida 33523 PARKING GARAGE AND NO. OF SPRINKLERS P.E. # 37912 PEDESTRIAN BRIDGE DENSITY DESIGN AREA SANFORD, FLORIDA VERTICAL STANDPIPES CONTRACT NO. r,PD,i FLOWeasR #25057 RESIDUAL PSI 0 BASK ENGINEERS SEAL LAY -OUT PLAN SHEET NO. #3 OF #4 I� (SCALE: 3172"= "I'-0") CONCRETE DECK STEEL CONCRETE DRCP—IN ANCHOR / (HCCE HUCCER) LWES 'L THREAD ROD ( FOR 1" THRU 4- PIPE SIZES ) L THREAD RCO ( FOR 6- PIPE SIZES ) NOTED PER NFPA-113 HANGER REQ'MI.'•) WE HANGER RING FIRE SYSiEMI PFNG 1' TO 6' 5VtEL NNG HANGER CONCRETE INSERT PIPE HANGER DETAI!- (U.L/F.M. APPROVED) N.T.S. GENERAL HANGER NOTE ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS FLOW SPACING NO. OF SPRINKLERS DATE K FACTOR DENSITY TIME : INSIDE HOSE DESIGN AREA LOC. OUTSIDE HOSE GPM FLOW © BASR BY : RACK GPM RESIDUAL PSI 0 BASR 1.) ALL MATERIALS AND INSTALLATION TO BE IN ACCORDANCE WITH ALL REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO.#13 2002 EDITION AND PAMPHLET NO.#14 2003 EDITION; AS WELL AS, ANY REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2.) PARKING GARAGE HAS BEEN DESIGNED TO BE A "DRY MANUAL STANDPIPE SYSTEM". 3.) ALL MAIN PIPING 4" AND LARGER IN THE "PARKING GARAGE" TO BE ASTM SCH.40 GALVANIZED STEEL PIPE FOR THE PARKING GARAGE ONLY.!!! 4.) ALL OTHER MAIN PIPING NOT IN THE GARAGE, 21/2" AND LARGER TO BE ASTM SCH.-10 BLACK STEEL PIPE. 5.) ALL MAIN PIPING TO BE ROLL GRV'D PIPING WITH GRV'D FITTINGS & GRV'D COUPLINGS. 6.) 1" THRU 2" BRANCH LINE PIPING INDICATED ON DRAWINGS TO BE ASTM SCH.40 GRADE BLACK STEEL PIPE FOR THE BRIDGEWAY ADDITION AREA. 7.) 1" THRU 2" BRANCH LINE PIPING ON DRAWING TO BE THREAEDED PIPE WITH THREADED FITTINGS USING C.I. STD. PATTERN, CLASS #175 THR'D FITTINGS. 8.) ALL SPRINKLER PIPING TO BE MANUFACTURED UNDER ONE OF THE FOLLOWING ASTM STANDARDS— A53, A135, OR A795. TO BE U.L. AND F.M. APPROVED TO BE USED FROM FINISHED FLOOR TO CENTERLINE OF PIPING. Dada City, Florida 33523 P.E. # 37912 ENGINEERS SEAL tV Qom'-, 07 � tJ > C co cal r..1 !t n I LI t iJ-` r� < —Q>\ �vC) NOTE: IT IS THE OWNER'S RESPONSIBLFFY TO MAINTAIN THE FEE SPRINKLER SYSTEM PER THE FEOUll`EMENTS OF NFPA-#25 r.Fd=r)" rry JAN.-31-2006 FIFE PROTECTION OF ORLANDO, INC- SCALE: 3WI EAST SR 46 SANFCRD, FL 32771 A S NOTE D (407! 323-4200 URA'MJ BY: R. W. AHJ: CONTRACT WITH: ACI CONSTRUCTION ORLANDO-SANFORD INTERNATIONAL AIRPORT PARKING GARAGE AND PEDESTRIAN BRIDGE SANFORD, FLORIDA CON TRACT N0. LEVELS-2,3,4,5-(TYP.) #25057 STNDP LOCATION PLAN SHEET NO. #2 CF #4 1 12'-0" 36'-0" .FIRE DEPT. CONNECTION* 21/2% 21/2% 21/2% 6" 90' STYLE ` YARD TYPE, FREE STANDING -.- 3-WAY SIAMESE CONNECTION FOR "DRY STANDPIPE SYSTEM" «.( SEE VALVE PIT DETAIL ` 6" FLANGED SWING CHECK VALVE W/ 1/2" BALL DRIP VA. 61 IN PIT -*(SEE PIT DETAIL)+ I 1 2" DR IN VALVE IN PIT r _ FOR D AIN-OFF OF UNDG I) PIPING FROM FDC CONN. LL UP TO ARKING GARAGE IIC `U II v, I II od) II STAIR/ELEVATOR II I �L= 6= --J TOWER CWER N O. D.I. PIPE II a o �S �CLS-350 NDP - 1iL__ ;o II a ( A )-A — iM FIRE DEPT CONN. YARD TYPE. FREE STANDING 6"OR 4" 6"OR 4" 21/2 x 21/2"x 21h"x 6" GALVAN. SCH. 40 GA VAN. SDI.-40 EXTERIOR o 3-WAY SIAMESE CONNECT. GRADEO.S.& Y. ISOLATION 6" STArlD:'iPE GATE VAL`r 9JPPLY MAIN _ .�;�'•,•.,:•-;:�•.�:<•�•, - .. W/ CHAIN OPERATION CHAIN OPERATED I VALVE HANDLE: 6" FLANGED BODY 0 SWING CHECK VA. W/ 1/2" BALL DRIP a > PADLOCK TO LOCK VALVE e IN OPErI POSTTIOrl.-(ALL 6" M1 COLUMN/WALL PADLOCKS TO BE KE'IFED _ _ _ _ 6' _ _ _ _ _ _ - - - - °"- - - - - 90' ELL ALIKE. PROVIDE SIGNAGE - -- - D.I. PIPE - - _ - - - - - - -D_I D.I. _ _ - AS REQ'D BY =IRE MARSHALL CLS-350 CLS-350 I..:f�-,ri IJSi BLOCK TO GARAGE DRY RESTRAINT STANDPIPES 2" DRAM \/2" BALL TYPICAL CHAIN OPERATED ISOLATION! VALVE DETAIL VALVE DRIP NO SCALE I I STANDPIPE DRAIN PIT & F.D.C. DETAIL 36'-0" 5I, - 0„ m NO SCALE 5 6 7 (:D L 36'-0"[_30'-0" 30 -0 � 6" STANDPIPE SUPPLY MAIN _\1 N C`J 1/2„ 1 1/2„ O �1V\ BALL I DRIP + O 2" LOW POINT---- 2" SCR. PLUG DRAIN VALVE W/ PLUG TYPICAL 2" LOW POINT DRAIN DET'L —(WHERE INDICATED) 8 51- 0 .5 - Q' NO SCALE W-0 CONCRETE DECK GENERAL NOTES: STEEL CONCRETE ORCP-IN i.) ALL MATERIALS AND INSTALLATION TO BE IN ACCORDANCE ANCHOR / (HOLE HUGGER) WITH ALL REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO.#13 3/8' ALL iFIREAA RCA FOR I" THRU 4" PIPE SIZES) 2002 EDITION AND PAMPI-ILET N0.#14 2003 EDITION; AS WELL AS, 1/2' ALL iHREAD RGO ( FOR 6• PIPE SIZES) ANY REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. (•= RGO SIZES H01E11 PER NFPA-113 HANGER REAM.-) 2.) PARKING GARAGE HAS BEEN DESIGNED TO BE A "DRY MANUAL STANDPIPE SYSTEM" ONLY. PiFE KW.0 MHr, FIRE SYSIUA HPUJc 3.) ALL MAIN PIPING 4" AND LARGER IN THE "PARKING GARAGE" TO BE ASTM SCH.40 1' iO 6' SYA4EL RtJC HArJCER GALVANIZED STEEL PIPE FOR THE PARKING GARAGE ONLY.!!! 4.) ALL OTHER MAIN PIPING NOT IN THE GARAGE, 21/2" AND LARGER TO BE ASTM SCH.-10 BLACK STEEL PIPE. CONCRETE INSERT 5.) ALL MAIN PIPING TO BE ROLL GRV'D PIPING WITH GRV'D FITTINGS PIPE HANGER DETAIL & GRV'D COUPLINGS. (U.L/F.M. APPROVED) N.T.S. 6.) 1" THRU 2" BRANCH LINE PIPING INDICATED ON DRAWINGS TO BE ASTM SCH.40 GRADE BLACK STEEL PIPE FOR THE BRIDGEWAY ADDITION AREA. GENERAL HANGER NOTE 7•) 1" THRU 2" BRANCH LINE PIPING ON DRAWING TO BE THREAEDED PIPE WITH THREADED FITTINGS USING C.I. STD. PATTERN, CLASS #175 THR'D FITTINGS. ALL HANGER MATERIALS & INSTALLATION TO BE IN 8.) ALL SPRINKLER PIPING TO BE MANUFACTURED UNDER ONE OF THE ACCORDANCE WITH ALL HANGER REQUIREMENTS AS FOLLOWING ASTM STANDARDS- A53, A135, OR A795. STATED IN N.F.P.A. PAMPHLET NO. #13, LATEST EDITION. 9.) ALL MATERIALS & EQUIPMENT TO BE U.L. AND F.M. APPROVED TO BE USED ON THIS PROJECT. 9 10 11 FF=10'-3� ELEVATION DISTANCE FROM FINISHED FLOOR TO CENTERLINE OF PIPING. FF FL= 11'-11" - 36, - 0„ -12, 0" I I I 4"IDRY STNDP. oV) 312'-0" STNDP.- =2F - r.�..,....... , -- I• I I 4" DRY 5'INDP. wl RED'R 4'� STN P. CON ME VA. II I I I I I I I I I W/ ED'F�FIT STAIR TOWER N .3 - r : -7-- I I — - - --- - _— -- - , I - �! - r J,. rhlCl L` I I I I I I � ! ! ! ! i I ' ! I! l I i I I I -- II II Ii I; ii I II II I I i I I II Il I !, I II II II I I i — 2'-0" !I i it 11 'I iI II ,i !I I ' ! I! 'I iI ! !! TI: - ! I II I !' II I II II I II II it I II it II II I II I! II II it I II I II II I I I II II II i I I! I 11 Il iIIiII III III III !! i' IIIII IIiIi IiII!tIII liI!I !! IIII IIiiI ROUTE S!'T!' AJDPIPE MAINS ABUSE ROUABOVE BOTTOM OF CONC. TEE STEMS BOTOM OF' CONK. TEE STEMS WHILE MAINTAINING REO'D SLOPE WHLE MAINTgININC RQLOPEIELCVATOp II I IPM' IEQUI !I1!I1 '(I IlIIII IIIII iIt!iI I , ROOM i I i i ii I i ii .I i! i ii ! l li I l i I i it ii I II I !FTTTFTfTFTrTTrmrFTTTTMTS' I II I' II II !I it i II II I! I i' I! II I !� '' '' I II -II II II II i► II II " 'I II '' II II II II`� !! !I II II II I II II I II II II II II II II II II II II II II II I! I+. II II II II I II II I II II II it II II I! iI II II II II II II II 2'_o! I I I I I I (i II II I II II II II II I II II II II it II I II II JII II I I I II I II it II II I I it it it it II II I ii II `' ( I I II I I) I( I II II II II II II II II II II II II II I I 1 I II II II II it II 2'-0"II " II II 11 F.Ib . ,ST 1DP.-04= 11 11 11 1 11 11 11 11 11 17.111D. I I I I I I I I I I I I I I I I I I I I I F. b. I I I I I I F.Ib . I I I I I I I I - I II II II II 4"'SRINDP. II !! 4"DRY STNDP; II II II !I !I II .I II II II II !! II II II it II !I l! 'i - II II II II II II II II !I II it II II II II I II I PIP E GUARD C ! E , I 11 II II °NIT I .I li II I iI it II II ' I II II II II ' II II II II ' II II II II ' II II II II I II II II II ?z�l �� II - _ I!- �-24,1rT - — - r -LOW POINT - *LOW POINT« 2" DRAIN i 2" DRlIN 6 \ (SEE DET'L) � (EE UET L) 2 II II II I II I I I II II II II II II it II II II I II it ,I ii II II II II II II I I it II it ii i; i� i � II I T I II FIQ I I i I i II II II II II FIQ II II II II II II II I! 11 II F Q I I II I II !I II II i ' I' I I Ii 11 I ' II II II I! I II I II II II II II II ' II II II II II I ' II II 'I II II II ' I II II II it I II II I II II '� I II !i I! li I' I II it II it _ II I I li II II ! II II II II II II II II II II II I! it II II II i it II I II !! '! II it II it li II II ►i it ;' � II li II II II 'I II • II II li li I! I' II it II II II II II II II II I! ! II II II II it II !'� � ! !! II II II I '' II II II it II ! II II ►I !! II II II II ii I I: I i II c II II I t I I i I I f I ROUTE ,�TAfJDPIPE MAIMS ABOVE I I I l I I I I l I I I I I I ! I I I ! 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OUTSIDE HOSE GPM FLOW 0 BASR BY RACK GPM RESIDUAL PSI 0 BASR S TA I R TO o.2 �J I C) CD CD 13 r C PLANS REVI lyy OF SA �a v (w) C3) ' f� ` 4 i* Cr) CJ v) cl w . -w 0� , w !!.1 1, NOTE: IT IS THE OWNER'S RESPONSIB1LfTY TO MAINTAIN THE FIRE SPRINKLER SYSTEM PER THE REOLW EMENTS OF NFPA-425 CREDIBILITY (J (( n INTEGRITY DATE: FE �i9�il - JAN.-31-2006 FIRE PROTECTION OF ORLANOO, INC. SCALE: 3M EAST SR 46 SANFORD, JL 32M AS NOTED (4001323-4200 DRAWN BY: R. W. AHj; CONTRACT WITH: ACI CONSTRUCTION ___] James M. Curtis, P.E. ORS-ANDO—SANFORD CONSULTING FIRE PROTECTION ENGINEER INTERNATIONAL AIRPORT 29775 Bayhead Road Dade City, Florida 33523 PARKING ARKl.;ING GARArE AND P.E. # 37912 PEDESTRIAN BRIDGE SANFORD, FL_ORIDA CONTRACT NO. GROUND LEVEL -- #25057 ENGINEERS SEAL DRY STANDPIPE PLAN I SHEET NO. #1 Of- #4 I I - I qo