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HomeMy WebLinkAboutLAKESHORE DR 16491 (7)w I r Z Z O U W, J wj Y U 1 4w N = X U N X 10" CITY WATER MAIN SITE PLAN SCALE 1 "= 20' -0" UNDERGROUND FOR REFERENCE ONLY FLEXIBLE COUPLING — 4 —WAY EARTHQUAKE BRACE FLEXIBLE COUPLING --_ O ELECTRIC ALARM BELL OUT TO FIRE DEPT. CONN. FLEXIBLE COUPLING 1MAINTAIN2" CLEARANCE 4" D.I.P. 4 " GRV D CHECK VALVE 4" FIRE 2 "MAIN DRAIN VA. W o ° I--• Q GROOVED 90 ELBOW TO SYSTEM 20 +16' -s" 1 POTTER FLOW SWITCH 4" GRV. X GRV. Z RISER CHECK VALVE I HYDRAULIC DATA PLATE FLEXIBLE COUPLING SPARE SPRINKLER CABINET 10 MAINTAIN 2" CLEARANCE 6" D.I.P. UNDERGROUND SUPPLY SPRINKLER RISER DETAIL VI 11\I1 I Y IVIHt-` FIRE FLOW TEST DATA.- 43 PSI STATIC PRESSURE 41 PSI RESIDUAL PRESSURE FLOWING 1040 GPM UNDERGROUND PIPING IS SHOWN FOR INFORMATION ONLY. WESTERN" TO START AT A FLANGED OUTLET, 6" ABOVE FIN. FLOOR. ALL PLAN CHECK, PERMITS, INSPECTIONS, ETC., FOR THE UNDERGROUND PIPING, WILL BE BY OTHERS. W J J La TAMPER SWITCH — " AMES MODEL 3000 SS ° 0 —TAMPER SWITCH DOUBLE CHECK ASSEMBLY 14 o WITH BY -PASS METER C) 6" 6" ABOVE GROUND FIRE SERVICE DOUBLE CHECK ASSMB. PER EVMWD STD DWG W -23 BUILDING LINE W 4" UNIFLANGE MIN 2" CLEARANCE (TYP) 0 5' -0" LMFILLWITHMASTICGR°""o 0 LC') 699 MJ90 C° of w/ RETAINER GLANDS 6 6 THRUST BLOCK — DI PVC CL150 PER NFPA 24) CL350 TYPICAL UNDERGROUND STUB UP BRECCO 4"X21/2"X21/2" SIAMESE FIRE DEPT CONNECTION KENNEDY 2945B INDICATOR POST WITH TAMPER SWITCH Ile 4" GALV PIPE 6" PVC PIPE 6" M J GATE VALVE 4" MJ ELL 6" MJ ELL CONCRETE THRUST BLOCKS POST INDICATOR FIRE DEPT CONNECTION DETAIL CTOR HIN I h".11" STEEL ROOF DECK m 1 K H j L) i, 1" 163'-4' U Dil cc O 4' -8112" 10'-4112' 16' -10" 25'-6' 33' -3' 41'-8' 1Z-4 118' 6' -0 112' 8' -11 718' 2' 1 r r2' ol LO r1 00 LO co z C) rn v i' -0" 4" OPEN WEB STEEL BAR JOIST 2" GRID LINE AT ROOF REFLECTED CEILING PLAN STEEL BEAM RECESSED SPRINKLER SUSPENDED T -BAR CEILING ptq SCALE 1/8 11 = 1 I—Opp J F RIVERSIDE COUNI-} HIZE DEPARTMENT APPRoVED f r L fI CTCol t t;4S Q r.-M i =NFE ASE# CD3Y TITLE 11 rn rnr' ON F. YEAR W U GENERAL NOTES: 1) DESIGN AND INSTALLATION PER NFPA NO.13, 1999 EDITION 2) DESIGN CRITERIA: A) "SPEC" BLDG 0.17 GPM OVER 3000 SQ. FT. 3) ALL MATERIAL TO BE U.L. LISTED 4) STEEL MAINS & 2" GRID LINES: SCH.10 BLACK STEEL PIPE, ROLLED GROOVED, WITH WELDED OUTLETS 5) 1" THRU 2" STEEL SCREWED LINE PIPING: SCH.40 BLACK STEEL PIPE, THREADED, WITH CAST IRON FITINGS 6) ALL WELDING TO BE PERFORMED AT THE FABRICATION FACILITY, PER NFPA NO.13. 7) ALL HANGERS AND SWAY BRACING PER NFPA NO. 13 8) HYDRO TEST PIPING AT 200 PSI FOR TWO HOURS 9) ALL GROOVED COUPLINGS ARE FLEXIBLE TYPE. W U W L W Q a 0 Z N W Q U_ J Q x CTOit LO N U Dil cc O cv c= i- U Q L%} ckt O O U ¢ Z W C' W J W J w U ac w J C Z d ui ui Z W ~ rl F3 Y Q of of I N =z UJ w x-N 3 ui z z =D Dm o Wz Li 3 a v) oDz 0 (A w zL,iw N d ¢ W W ti lof LL- d X W Z Z W 0OLLo LO N U co a0 cc O Uc= wo. J U r n CL LO r1 00 LO co z C) rn v li a a U IaN m m T a O O O O 04N m O 04 Ln F r g 5 0 U aw u N d p N7 to r'7 W) D L) F 0sn I O rn AJ 3 c F- of Ld D a- w o V) of z m.-m d a_ m o LZ frE iw fir of OrrLirLL- n IL n L- MI 0 x Z LJ N LJ Z LLLJ Z LLLJ Z V Z 0: z O V) n 0Y n NLJ cn W H W N Ld N rrLd 3 CL O q ID O D O C7 UJ m L0 qa U J V 0 0 v Na rz EL 0 g C a U u J ii 0 O A Z Z_ G a U U L: r~n Na 0. Ca F in v O iV M22mUQD i- U Q L%} ckt O O U ¢ Z W C' W J W J w U ac w J C Z d ui ui Z W ~ rl F3 Y Q of of I N =z UJ w x-N 3 ui z z =D Dm o Wz Li 3 a v) oDz 0 (A w zL,iw N d ¢ W W ti lof LL- d X W Z Z W 0OLLo ME s L[7 m CD U L l w o Z J Q W QW W L. w 0 w Y p rn U LO N U co a0 cc O Uc= wo. J U r n N LO r1 00 LO co z C) rn v li a a Ummm T a O O 0 O 04N 00 N O 04 Ln r 5 0 U aw u N d p N7 r'7 W) F 0sn I O rn AJ 3F- of Ld D a- w Z) V) of z m.-m m m o LZ frE iw fir of OrrLirLL- n LL- n L- MI x Z LJ N LJ Z LLLJ Z LLLJ Z V Z 0: V) n 0Y n z NLJ cn W W N Ld N rrLd 3 O O D O m J 0 0 ME s L[7 m CD U L l w o Z J Q W QW W L. w 0 w Y p rn U LO N U Q Uc= wo. J U 0 W n o LO r!-- 00 LO co z C) rn v W DESIGNER J.S. SCALE 1/8' = 1 $ -0" TYPICAI IL IN CTION CHECK BY FILE NUMBER APPROVAL SCALE 1/4 1 0 DATE 10/05/07 DRAWING No. FS -2 ON (M) nK n 17 -1• 4'-8 11? 10'-411? Wier 0 10 10 t Wui mZ J J UJ VW Ui m 3: J 0 Q W m V) z 3P OF MEZZ AB + 101- 6" 2Yx12 -0 B -5 CIS 0-- 1Y 04 c r tr` 1 "DRAIN VALVE UNDER STAIR MOM FIG. 310 SURGE RERIWAM AFCON FAL 300 MW HMO= AR= RD 310 LS DENNED TO BE USED ABLY wm AFCON SAID HMmm FIR 300. TO TIESIRAMI THE MWAID MOVEIA IR OF PPE AS R OOMXIS OL M10 SPRINKLER HEAD ACTI11AT10N OR SEIRK AMITY FIGURE 310 SURGE RESTRAINER INSTALL IN ALL FLINGERS AT ENDS OF BRMICH LINES ROD LENGTH LESS THAN So PRONI©ES WERAL RESTRAMT SURGE RESTRAINER PROVIDES RESTRAINT FROM UPWARD MONEIAM NO Wr ROM JA f JA M 182 RL loo E1 mac vr A-A sTRA1' BEAN CLW r STEEL 80 JOIST lQCM THREAD F10. 656 .__/ 3/8• ALL THREAD ROD F,R 300 Rwc TOP BEAM CLAMP. ROD. AND RM1G TYPICAL PIPE HANGER DETAIL TO BAR JOISTS AT ROOF SIM FIR I 3/8• ALL 4.2 4.0 3.3 a top 0 2.2 2.0 r 5 1.fl DROP TIGHT TO WALL 1x8 -0 TOE o Ln CLI 0 roc r ix xl I I Z 2%x20 — cQ B -1 L DROP TO MEZZ z O W N I r I N o 0' N w drx- Q it + K> 1 00 TOR 0 0 BOR 0*-8"tL 1. —s 4" FIRE SPRINKLER RISER SEE DETAIL — DWG FS -1) RISER TO PREVENT THE SPRINKLER HEADS FORM DAMAGE FROM THE STRUCTURE INSTALL ON END OF BRANCH LINES. AFCON FIG 310-WITH SPLAYED WIRE FIR 142 OFFSET VAM LIRACw PART PEI FKL 300 ADAXPJLE AM HIIHQLM7R OFFSET WEB BRACKET. ROD, AM RMIG TYPICAL PIPE HANGER DETAIL PARALLEL TO BAR JOISTS AT ROOF Sim BEAN WO 1 OEW 71*MT BEAN QAW A JA NJiT REWD VCR A-AI STRAP FMt 660 31S• ALL THREAD ROD FIR 300 ADAMRABLE Ric BOTTOM BEIW CLAMP. ROD, AND RING TYPICAL PIPE HANGER DETAIL TO STEEL BEAMS r%., i„ O o 1 #40 I 2x4 —3 Ct MAIN 2x24 -0 INSTALL 4" MAIN ® 28" BELOW STEEL ROOF DECK r INSTALL BRANCHLINES 0 12" BELOW STEEL ROOF DECK ING PL 1ovv )w r INSTALL 3" MAIN CAD 28" BELOW STEEL ROOF DECK SCALE 1/8 vp= l I - 0" Lo 04 x i.f w o FOLLOW SLOPE AND INSTALL mV" A VE PLUGW & F aWEPARTMENT APPROVED 12' -2" (J9L16WCT CONI)I I 14),-N LL Ct MAIN DATE SE# v 0 O, Sv[:To@ t, A MM " V 6c4 o d aP NB I'L W Q o to m C U z4 U.) CN CV SWAY BRACE CALCULATIONS PER 1999 NFPA 13 o 04 r QQ z U t0 Q m W . IV SEISMK: BRACE ATTACHMENTS IV SEISMK; BRACE ATTACHMENTS LENGTH OF BRAKE 7'-0• w co T LENGTH OF BRACE 7'-0• Go N 1425 LOS 2015 LOS saf 4o PPE ADJUSTED LOAD RUM PER 6- 4.5.7: w ANGLE of BRACE: a - 30 9Nt11Y BRACE (PPE ATTAKiILNEIfI FTITMib`. MAX W FT SPM= ANGLE OF BRACE 45 -59 SLBAY BRACE (PIPE ATIACIMEPM FTTTMIR 4• L 0.42 410 NAXE: AR= MOIXL. E LB/FT Z Lai r m ui V m OA2 m V) U 100 y 2013 L83 4/R IM1lIJE 100 N 2M5 LOS C4 NA XWA1 HORMONTAL LOAD: N v1 MED LOAD ROM PER 6-4A7: t LN IrA10Mlllf 110RIZfl1iRAL LOAD: 25W LN ADAISIED MAD WIM PER E- 4.5.7: I'm LOS FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL FASTENER INFORMATION 4J ORIENTATION OF OONECTMG SUMACS B jr ATRIH F OIEIRATMN OF CONi807M0 SURFACE: B f10 067 FASIEPM z w a yes ATFCiI FiRMG CL 3 LIVFT LO TYPE: z WUC2001E L9 r T STEM BOLT L/FT I5 NO LB/FT LO MAX DESNiSI LAD 45 - a L9/F; c om2013LILr Z z 3/3 PM J 3/8 mm Q LENGTH m LE NGIN N/A L0/FT 0 w- 1200 LOS w LB/FT J 1200 Las MODEL fIl0A0E iTRMIC NAIIMUN LOAD: o5z_ W Lw" En zoo cz LAN PM AL O Kn D: uwl LB J LOFT LB Li l TOTAL 1/2 WHIT OF WATER-FILLED PPE 471.2 LB PLUS 15S FOR FTT,NIOS 781.7 LB TL uL +1A TOTAL 1/2 WEIOHf OF INTER -FILED PPE =11.2 LS T 15ac FaR F TM+cs 3 4 LAB LL_ Lei e) Lis awZ le a l 04 7 oN o to m C U z4 U.) CN CV SWAY BRACE CALCULATIONS PER 1999 NFPA 13 SWAY BRACE CALCULATIONS PER 1999 NFPA 13 04 r QQ z U t0 Q m W . IV SEISMK: BRACE ATTACHMENTS IV SEISMK; BRACE ATTACHMENTS LENGTH OF BRAKE 7'-0• w co T LENGTH OF BRACE 7'-0• Go N 1425 LOS 2015 LOS saf 4o PPE ADJUSTED LOAD RUM PER 6- 4.5.7: w ANGLE of BRACE: a - 30 9Nt11Y BRACE (PPE ATTAKiILNEIfI FTITMib`. MAX W FT SPM= ANGLE OF BRACE 45 -59 SLBAY BRACE (PIPE ATIACIMEPM FTTTMIR 4• Sm 10 0.42 410 NAXE: AR= MOIXL. E LB/FT Z Lai r m ui V m OA2 m V) U 100 y 2013 L83 4/R IM1lIJE 100 N 2M5 LOS C4 NA XWA1 HORMONTAL LOAD: N v1 MED LOAD ROM PER 6-4A7: t LN IrA10Mlllf 110RIZfl1iRAL LOAD: 25W LN ADAISIED MAD WIM PER E- 4.5.7: I'm LOS FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL. ORIENTATION OF OONECTMG SUMACS B jr ATRIH F OIEIRATMN OF CONi807M0 SURFACE: B f10 067 FASIEPM LB yes ATFCiI FiRMG LB LIVFT LO TYPE: STEEL LROLT WUC2001E L9 r T STEM BOLT L/FT BAR JOIST LB/FT LO MAX DESNiSI LAD 45 - a L9/F; 2013 LIL r W 3/3 PM J 3/8 mm Q LENGTH WA LE NGIN N/A L0/FT 1200 LOS w LB/FT K/7 1200 Las MODEL fIl0A0E iTRMIC NAIIMUN LOAD: LB W Lw" LB cz LAN PM AL O Kn D: uwl LB J LOFT LB Li l TOTAL 1/2 WHIT OF WATER-FILLED PPE 471.2 LB PLUS 15S FOR FTT,NIOS 781.7 LB TL uL +1A TOTAL 1/2 WEIOHf OF INTER -FILED PPE =11.2 LS T 15ac FaR F TM+cs 3 4 LAB LL_ Lei e) Lis lrj l 04 7 W LAJ Z kLLJZ W Z w W N W W N i Ul 3 OQap'OpOp'OLn 0006' i{ Y M F o to m C U z4 U.) CN CV SWAY BRACE CALCULATIONS PER 1999 NFPA 13 SWAY BRACE CALCULATIONS PER 1999 NFPA 13 BY TITLE 7, + S LJJ L FIRE DFPT. #*PPR0%'AI. Moll PI %NS IS t'AIAD FOR ONE YEAR z_ i Q Lu QQ z U t0 Q m W . BRACE INFORMATION SEISMK: BRACE ATTACHMENTS BRACE INFORMATION SEISMK; BRACE ATTACHMENTS LENGTH OF BRAKE 7'-0• STRUCRWE ATTACKOff MW OR TDISION ONLY BRACK SYS M 1wa: MODEL. #067 LENGTH OF BRACE 7'-0• STRUCTURE ATTA 40IT FTTTMG OR MO N ONLY Mcm SYSTEM Ate MODEL. # IIB7 1425 LOS 2015 LOS saf 4o PPE ADJUSTED LOAD RUM PER 6- 4.5.7: w DIAIftIER OF MACE: MICH LJSlFD LOAD RATMiG: QON1ElEROFBRAKE1MClILMMLOADROM2015LOS UQTYPEOFORCESM40PPEADJUSTEDLOADWM0PER6- 4.3.7: 1425 LOS TYPE OF BRACE saf 4o PPE ADJUSTED LOAD RUM PER 6- 4.5.7: 140 us 1/2 WEIOIff PER FT ANGLE of BRACE: a - 30 9Nt11Y BRACE (PPE ATTAKiILNEIfI FTITMib`. MAX W FT SPM= ANGLE OF BRACE 45 -59 SLBAY BRACE (PIPE ATIACIMEPM FTTTMIR 4• Sm 10 0.42 NMI: AFCON NODEU 410 NAXE: AR= MOIXL. E LB/FT LEAST RADW OF 9flt4NOW r W r ui V iEARL RAORIS OF AYRATUt OA2 r V) y„ IAALLIE: 100 LISTED LOAD R4700 2013 L83 4/R IM1lIJE 100 LISTED LOAD ROM 2M5 LOS LB/FT NA XWA1 HORMONTAL LOAD: 2500 LOS v1MED LOAD ROM PER 6-4A7: t LN IrA10Mlllf 110RIZfl1iRAL LOAD: 25W LN ADAISIED MAD WIM PER E- 4.5.7: I'm LOS FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL. ORIENTATION OF OONECTMG SUMACS B jr ATRIH F OIEIRATMN OF CONi807M0 SURFACE: B f10 067 FASIEPM LB ENO FASTENER ATFCiI FiRMG LB LIVFT LO TYPE: STEEL LROLT WUC2001E L9 r T STEM BOLT L/FT BAR JOIST LB/FT LO MAX DESNiSI LAD 45 - a L9/F; 2013 LIL r LB MMAETE'R: 3/3 PM OiANEF 3/8 mm LENGTH WA LE NGIN N/A L0/FT 1200 LOS w LB/FT 1200 Las MODEL fIl0A0E iTRMIC NAIIMUN LOAD: LB MOONUN LOA@ Lw" LB LAN PM AL EA.B. DETAL i i ima W Q MAXIMUM DESIGN LOAD RATINGS NORTH PER "AFCON" LITERATURE FOR FAST CLAMP & SWIVEL BRACE FITTING DESIGNER J.S. LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 30 -40 DEGREES FROM VERTICAL DIVIDED BY 2.000 = 1,007 LBS SCALE 1/8" = 1' -0" LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 45 -59 DEGREES FROM VERTICAL DIVIDED BY 1.414 = 1,425 LBS CHECK BY LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 60 -89 DEGREES FROM VERTICAL DIVIDED BY 1.155 = 1,744 LBS FlLE NUMBER LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 90 DEGREES FROM VERTICAL USE LISTED LOAD D+ITE 10/05 07 DRAWING N0. FS -3 SPRINKLER SYSTEM LOAD CALCULATION SPRINKLER SYSTEM LOAD CALCULATION WMAETER UQ LENGTH [FTj C 1/2 WENOHT PER PT w L Li L[) V TOTAL (M 1/2 WEIOIff PER FT 1/2 TOTAL WEWI 4' SCH 10 MAX W FT SPM= 60' LL co 4• Sm 10 7z CAD W) 41.4 Lo Of LB/FT Le r W r ui V 1B0' 2.11 LB/FT r V) LB/FT L J o LB/FT LB i i ima LATH E Q.B. OETAL MAXIMUM DESIGN LOAD RATINGS NORTH PER "AFCON" LITERATURE FOR FAST CLAMP & SWIVEL BRACE FITTING DESIGNER J.S. LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 30 -40 DEGREES FROM VERTICAL DIVIDED BY 2.000 = 1,007 LBS SCALE 1/8" = 1' -0" LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 45 -59 DEGREES FROM VERTICAL DIVIDED BY 1.414 = 1,425 LBS CHECK BY LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 60 -89 DEGREES FROM VERTICAL DIVIDED BY 1.155 = 1,744 LBS FlLE NUMBER LISTED MAXIMUM DESIGN LOAD = 2,015 LBS 90 DEGREES FROM VERTICAL USE LISTED LOAD D+ITE 10/05 07 DRAWING N0. FS -3 SPRINKLER SYSTEM LOAD CALCULATION SPRINKLER SYSTEM LOAD CALCULATION WMAETER TIRE LENGTH [FTj TOTAL CM 1/2 WENOHT PER PT 1/2 TOTAL TIE101R 01ANETER TYPE Loam (FT) TOTAL (M 1/2 WEIOIff PER FT 1/2 TOTAL WEWI 4' SCH 10 MAX W FT SPM= 60' 5m L9/FT 471.2 LO 4• Sm 10 M 24 FT SPAC019 24' 3.6LI LLLy/FT 41.4 Lo LB/FT Le r SCH 10 ALL PPMG IN TWO BROM LIES 1B0' 2.11 LB/FT 370.8 LO LB/FT LO LB/FT LB LO/FT LO LOFT LO LB/FT LB LB/FT LB LIVFT LO LOFT LO L/FT LO LB/FT LO L9/F; LBuFT LB um L0/FT LB/FT LB/FT LB Lw" LB uwl LB LOFT LB LB/Ft 1 Le TOTAL 1/2 WHIT OF WATER-FILLED PPE 471.2 LB PLUS 15S FOR FTT,NIOS 781.7 LB TL uL +1A TOTAL 1/2 WEIOHf OF INTER -FILED PPE =11.2 LS T 15ac FaR F TM+cs 3 4 LAB i i