Loading...
HomeMy WebLinkAboutLAKESHORE DR 16475(1) e � 'CITY 4F LADE C?9LP-.,E Fire Services DREAM EXTREME ,. 130 South Main Street PERMIT PERMIT NO : 08- 00000953 DATE : 7/17/O8 JOB ADDRESS . . . . . 16475 LAKESHORE DR DESCRIPTION OF WORK FIRE SERVICES J OWNER CONTRACTOR RECKAS NICK OWNER REKAS PANAGIOTA A. P . # 379- 241- 057 4 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION ZONE . UN --------------------------------------------- ----------------- _ --- --- FIRE SERVICES QTY UNIT CHG ITEM CHARGE X 307 . 0000 LE FIRE SPRK SHELL BLDG -------------------------------------- ---- ---_.._"---------------------- --- FEE SUMMARY CHARGES PAID DUE PERMIT FEES FIRE SERVICES NO CHARGE FOR PERMIT OTHER FEES ------------------------ LE FIRE SPRK SHELL BLDG 307 . 00 307 . 00 . 00 TOTAL 307 . 00 307 . 00 . 00 SPECIAL_NOTES &_CONDITIONS _ OVERHEAD FIRE SPRINKLERS City Of Lake Elsinore Please read and initial Fire Services Division 1.I am licensed under the provisions of Business and professional Code Section 7000 et seq.and Post in conspicuous place my license is in full force. on the job 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work You must furnish PERMIT NUMBER and the and the structure is not intended or offered for sale. JOB ADDRESS for each respective inspection: 3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the Approved plans must be on job project. at all times: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Inspection request(951)674-3124 ext. 239 or a certified copy thereof. before 5:00 P.M. on prior workday. 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. Sprinkler System Start Time Finish Time SK01 U.G.Thrust Block Pre-Pour SK02 Underground Rough -.V-J SK03 Underground Hydro .7e�•0 SK04 Underground Flush SK05 Weld SK06 l Overhead Rough -f SK07 Overhead Hydro SK99 Overhead Final SK08 High Pile Storage SK09 In-Rack Sprinklers SKID 1 Hose Racks Hydrant System HS01 U.G.Thrust Block Pre-Pour HS02 Underground Rough HS03 Underground Hydro HSO4 Underground Flush Knox System KS01 Building Knox Box KS02 Gate Access Knox Box/lock Fire Alarm Systems FAO Fire Alarm Wiring Inspection FA02 Fire Alarm Function Test FA03 Fire Alarm 24160 Hr Batt.Test FA99 Fire Alarm Final FA05 Sprinkler Monitoring Fuel Storgae Tanks FC01 Underground Tank(S) FT02 Aboveground Tank(S) FT03 Fuel Dispensers Only Building Inspections F I T/1 Final FS01 Shell Final FF99 Final for Occupancy Misc.Inspections MI01 spray Booths M102 Hood/Duct Extinguishing M103 High Pile/Rack Storage M104 H.Y.Vents/Access/Corr. MI05 Tract Access/Hydrant Veri. MI06 Other: C I,TY C7 r` LA Y,,,E LS I JJ0 P_,,,E D RE.AM E T Ei_E.M..F ,. 130 South Main Sfreet. APPLICATION FOR APPLICATIONNo. BUILDING PERMIT APPLIC�I�� VEb epDATE AP# by VALUATION CALCULATIONS BUILDING A DRESS 1st FLOOR SF ?r 4 k—, r,k 2nd FLOOR 5F TRACT HLOM PAGE LOT/PARCEL NAM 3rd FLOOR SF O W MAILING PHON GARAGE _SF N ADDRESS E CITY STA Z P STORAGE SF R I hereby affirm t at am icense under provisions of chapter commenc4ng DECK 8 BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF 0 LICENSE# CITY BUSINESS INAND CLASS_V qq)I Lib TAX# T' AME VALUATION: R I I�, �S/ n C C ADDRESS J�t D( FEES T CITY STA IP PHONE BUILDING PERMIT $ R O T CyOR SG R DATE PLAN CHECK A LICENSE A PLAN REVIEW R MAILING C ADDRESS SEISMIC H C STA Z PHO E PLAN RETENTION D NEW OCC GRP.! CONST. �7, 0 ADDITION DIVISION: . TYPE: ❑ALTERATION NUMBER OF NUMBER OF [I OTHER STORIES: , BEDROOMS: ElSINGLE FAMILY.ZONE: ❑APARTMENTS ❑ 1 certify that I have read this application and state that the ❑ CONDOMINIUM HAZARD YES above information Is correct. I agree to coinply with all city- ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED 7 NO .city to enter upon the above-mentioned property for Insp- ❑ REPAIR PROPOSED USE OF.BLDG: tion purposes. ❑ DEMOLISH PRESENT VSE'OF BLDG: JOB DESGRIR40N .zzlr t' 14, e in. Pt. Signature of Applicant or Agent Datt: -'' �° yy K..L... Agent for ❑ contractor El owner P_�f. - - ' "" ., 146 Agents Name yCJR(v S0N,. =S5 n•rt. ^f 1v4. � JJ Agents Address THE t ARE GEF ;gPI;ROj/�1L IF �/AI n� 1 FOR KIE YEAR - SUBIEC1 !O Street City State Zip �' • ' `"`" r'-�:. uc' f CITY OF ' LAI,E --LSIT'.OR-,,E D R E.A M. EXTREME ,. 130 South Main Street APPLICATION FOR APPL'CAa�"" . BUILDING PERMIT APPLICATION RECEIVED DATE ��- AP# BY VALUATION CALCULATIONS 4 - c` B DDR 1st FLOOR SF TRACT LOCK/PAGE L T/PARC L 2nd FLOOR SF NAME LC 3rdFLOOR SF O f1�r�J� RQt� { Q*rS W MA GARAGE SF N ADD _E C _ IL STORAGE SF R ereby a irm t at I am license under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division.3 of the business and professions code,and C my license is in II force and effect. OTHER: SF 0 LICENSE# O CITY BUSLNUS � N AND CLASS T)S TAX# i 1 l I Z* 7 a _ VALUATION: R a o o ns A AILINGv r �r C ADDRESS , FEES In T CIT ST T /ZIP Z PIONE O BlllLDltlG PERMIT $ R C RAT SI A R DAT PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION ❑ NEW, OCC GRP./ CONST, _ ❑ADDITION - DIVISION: TYPE: ❑ALTERATlOk NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: _ / ❑APARTMENTS �yi certify that I Have read this application and state that the ❑ CONDOMINIUM HAZARD /// above information is correct.I agree to comply with all city ❑TOWN HOMES AREA? N and county ordinances and state laws relating to building 0 COMMERCIAL SPRINKLERS YE construction,and hereby authorize representatives of this ❑ INDUSTRIAL R E ? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR F lion purposes. ❑ SH E F DG: B DE J -Orrx o• g off" m Signature of Ap t or Agent Date Agent for contractor El owner 01 i-,�)� Agents Name ; 1 t�F F� ENE N PN AgentsAddress ��C we Street City State Zip Co q 2 s C.IT Y OF o' LADE 2 LSII`I��E Fire Services DREAM RE ME 7M 130 South Main Street PERMIT PERMIT NO : 08 - 00001318 DATE : 11/13 /08 JOB ADDRESS . . . . . 16475 LAKESHORE DR DESCRIPTION OF WORK FIRE ALARM SYSTEMS J OWNER CONTRACTOR PRP INVESTORS LAKEELSINORE OWNER 415 29TH ST NEWPORT BEACH, CA 92663 A . P . # 379-241- 057 4 SQUARE FOOTAGE 1 OCCUPANCY 91-RETAIL, DINING .OFFICE GARAGE SQ FT 0 CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR VALUATION 500 ZONE . . . . . . UN -------- ------------------------------------------------------------- ---- FIRE SERVICES QTY UNIT CHG ITEM CHARGE 1 . 00 X 191 . 9900 LE FIRE SPRK MONITOR SYS 191 . 99 _--------------------- --------------- --- FEE SUMMARY CHARGES PAID DUE PERMIT FEES ------------------ FIRE SERVICES 191 . 99 191 . 99 . 00 OTHER FEES ------------------------ PLAN RETENTION FEE . 01 . 01 . 00 TOTAL 192 . 00 192 . 00 . 00 SPECIAL NOTES_&_CONDITIONS _ ---- ------- — ---------- Fire Alarm System City Of Lake Elsinore Please read and initial Fire Services Division l.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and Post in conspieuoas place my license is in full force, on the job 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work You must furnish PERMIT NUMBER and the and the structure is not intended or offered for sale. JOB ADDRESS for each respective inspection: 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the Approved plans must be on job project. at all times: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Inspection request(951) 674-3124 ext. 239 or a certified copy thereof. before 5:00 P.M. on prior workday. 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. Sprinkler System Start Time Finish Time SKOI U.G.Thrust Block Pre-Pour SK02 Underground Rough SK03 Underground Hydro SK04 Underground Flush SK05 Weld SK06 Overhead Rough SK07 Overhead Hydro SK99 Overhead Final SK08 High Pile Storage SK09 In-Rack Sprinklers SK10 Hose Racks Hydrant System HSO 1 U.G.Thrust Block Pre-Pour HS02 Underground Rough HS03 Underground Hydro HSO4 Underground Flush Knox System KS01 Building Knox Box KS02 JGate Access Knox Box/lock Fire Alarm Systems FAO 1 I Fire Alarm Wiring Inspection FA02 Fire Alarm Function Test FA03 Fire Alarm 24/60 Hr Batt.Test FA99 Fire Alarm Final FA05 Sprinkler Monitoring Fuel Storgae Tanks FT01 I Underground Tank(S) FT02 Aboveground Tank(S) FT03 Fuel Dispensers Only Building Inspections FTI T/I Final FS01 Shell Final FF99 Final for Occupancy Misc.Inspections MI01 Spray Booths MI02 Hood/Duct Extinguishing MI03 High Pile/Rack Storage MI04 H.P.Vents/Access/Corr. MI05 Tract Access/Hydrant Veri. MI06 Other: 4-WAY EARTHQUAKE BRACE w� vo9; ^ TAMPER SO=- ❑ 3 AYES YODEL=SS ', ❑-TAMPER SWITCH '� .y O1 TO ROOF TRUSS PER NFPA 13 O +'i DaIeIE alEa AssoeLr A a 10" CITY WATER MAIN 1 O o no V 3r ^ 1 RDH DP-PASS IR:TER O � 3 & L 0 +18'-2" FLEXIBLE COUPLING a MACHADO STREET 6" 6' �� �� a FLEXIBLE COUPLING X Q - lil-S !, 6' 6' p 00 ro Ll N ABOVEGROUND FIR SERVICE DOUBLE CHECK ASSMB.EXTERIOR ALARM BELLAG " TEST an DRAIN, MODEL 1011 ER EVMWD STD DWG W-23WI H UILT-IN PRESSURE RELIEF VALVEPERMIT NUMBER GAUGE lb PRESSURE BUILDING LINE LE-07-00767 1! L N �W�y� SPARE SPRINKLER aft CABINET J 1 FLOW SWITCH W TO BELLS AND ALARM SYSTEM of a m I zF BUILDING 2 i o EXTERIOR BUILDING WALL 4" EX CPL RETAIL BUILDING J WoT 6,105 SO FT HYDRAULIC DATA PLATE ❑ c FILL WITHA AST CTMP) 1 [VAR WAYa REM a MIN I IL RN C Q3~z FLEXIBLE COUPLING ZFLEIE COUPLING awZw r SS n » 6" O 6" �3 R 4 O6" PVC FLEXIBLE COUPLING — I �'_RISER SS SINGLELDING "WESTERN FIRE" THRUST LOCK— PVC CL150 1 ELECTRIC ALARM BELL s" DOUBLE DETECTOR PIPEFLEXIBLE COUPLING (PER NFP 24) PIECE RISER W CHECK ASSEMBLY TO START HERE �,p STAND aa AMES MODEL 3D00 SS TYPICAL UNDERGROUND STUB UP 3WaM U f%1 TN 1 9zm -- z Ir MAINTAIN 2" CLEARANCE " a ��� 6" SS SINGLE PIECE ISE BR CCO 6" CLA 150 PVC 4'X21/2' 1/2"SUWESE 4x 1 -0 FIRE CONNECTION , a © A-1 A 6'WAFER CHECK VALVE KENNEDY 2945Bio W FIRE SPRINKLER RISER DETAIL INDICATOR POST 0 4 2rX2h" FIRE DEPT CONN 4'CHECK Y WffH TAMPER SWRCH B � e / 4" CHECK VALVE ® U a w 6" POST IND.VALVE om zo m in NO SCALE W/TAMPER SWITCH /Z.. a a FIRE HYDRANT 6'D.I.P. 6'D.I.P. Y F G � 4'CALY PIPE PAS`�t = a ` \ 6'Y J GATE VALVE En g B 6" CLASS 150 PVC 6" CLASS 150 PVC 6" PVC O 2O� 6'PVC PIPE ® w i4= 7"__v 6'PVC PIPE � s 85' ® 138' 20' �sP ��� F area nv 6'X6"X4"NJ TEE ' SFr CONCRETE THRUST BLOCKS ti v POST INDICATOR FIRE DEPT CONNECTION DETAIL N vi a 9s S SITE �� =F r m Ld e ASSESSOR'S PARCEL: wr�TS 4°����sr e9 ���° � APPR 379-241-058 OV � qF sr L O— W °oti ( LAKE EL FI E VICES rnLn 3 `S�,yOj F��,F� SITE ADDRESS 6N0 MAy DAVIDSON, SS U C4 RITE AID PHARMACY > = 16475 LAKESHORE DRIVE DATE:9-3-a2S CASE: - S7 rc r LAKE ELSINORE, CA THE FIRE DEPT.APPROVAL 15 VAUD w Z U cn N.I.C. `0i FOR ONE YEAR-SUBJECT TO C F- Y s� COMPLUWCE WITH APPLICABLE CODE z Z g V °� v1 w Q —' VICINITY MAP �_ W CDLJ _ J 6" DOUBLE DETECTOR UNDERGROUND PIPING PER: : U CHECK ASSEMBLY AMES MODEL 3000 SS "WATER & SEWER PLAN„ m '�' Z WA TER/SEWER: w > wLO ELSINORE VALLEY MUNIgIPAL WATER DISTRICT SHEET 1 OF 1 F= J o Q N 31315 CHANEY STREET BY: WD PARTNERS C� Q L, LL 00\-E I s" Pvc cn s" PVC LAKE ELSINORE, CA 92V0 DATED: MARCH 13, 2008 L~ _ LO CO 6" PVC 2 FIRE FLOW TEST DATA: g 4" PVC 6" CLASS 150 PVC 3 ,.i L1� U < 271' 43 PSI STATIC PRESSURE c~r> o GENERAL UND�RGROUND NOTES: w 41 PSI RESIDUAL PRESSURE 1) DESIGN & INSTALLATION PER NFPA NO.24Iva"Io FLOWING 1040 GPM 2) CLASS 150' PVC UND PIPING , C900 EXCEPT FOR DUCTILE IRON PIPE UNDER FOOTINGS SITE PLAN 3) CEMENT LINED MECH JOINT FITTINGS UNDERGROUND PIPING IS SHOWN FOR INFORMATION ONLY. SCALE 1 ��=20'—O" 4) INSTALL THRUST BLOCKS PER NFPA N0.24 NORTH ® � "WESTERN" TO START AT A FLANGED OUTLET, 6" ABOVE FIN. FLOOR. 5) HYDRO TEST AT 200 PSI FOR 2 HOURS DESIGNER J.s. V\0�, ALL PLAN CHECK, PERMITS, INSPECTIONS, ETC., FOR THE UNDERGROUND PIPING, 6) FLUSH PIPING PRIOR TO CONNECTION TO SYSTEM scaF 1" = 20'-0" y UNDERGROUND FOR REFERENCE ONLY CHECKM \I\\ WILL BE BY OTHERS. FILE NUMBER APPROVAL DATE 07 07/08 DRAWING NO. F$-1 it I i ' �y 9,Ie �NNeOT'I SWAY BRACE CALCULATIONS PER 1999 NFPA 13 TO PREVENT THE SPRINKLER HEADS FORM i AFCDN FIG.310 SURGE RESTRAINER DAMAGE FROM THE STRUCTURE n BRACE INFORMATION SEISMIC BRACE ATTACHMENTS INSTALL ON END OF BRANCH LINES. 9 K' SIRUCIUREATTACHMENTFITIING OR TENSION ONLY SRACNgSYSTEM: a LENGTH OF BRACE: TO MAKE ARDOR MODEL: sm Lt OMYl TER OF BRACE 11NCH LISTED LOAD RATING: 29151B8 AFCON FM..J00 RING HANGER gg tt d0 TYPE OF BRACE: SONb PIPE ADJUSTEDSTED LOAD MnNG PER 84.51: 1425 LBS LL ANGLE OF BRACE: b-SB SYMY BRAZE(PRE ATTACHMENT)FRTNS: 2: E F U LEAST RADUS OF GYRATKIN: UA2 APOON MODEL f110 �J1SAND HANGERS FIG.300.0 IS DESIGNED TO BE m�T LL u 4S ,,.,,BBB��� 2 O LISTED LOAD RATING: 20151BS TO RESTRAIN THE UPWARD MOVEMENT OF PIPE _'�I N U a� UR VKUE: 1W AS JT OCCURS DURING SPRINKLER HEAD 'll�\'�I'V\II MAXIMUM HORZONTAL LOAD: 2500 LBS ADJUSTED LOAD RATING PFA&I.S.T 11ISLBB ACTNATIDN OR SEISMIC ACTMIY C5 CONCRETE WALL �•T FIGURE 310 SURGE RESTRAINER AFCON M.310 SLINGS RESTRAINER FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL INSTALL IN ALL WINGERS AT ENDS OF BRANCH LINES ••" ROD LENGTH LESS THAN Ir PROVIDES LATERAL RESTRAINT Ras S 3 E OPoENTATON OF CONNECTING SURFACE B FIG OR ATTG7 F,T(1,q SURGE RESTRAINER PROVIDES RESTRAINT FROM UPWARD MOVEMENT AFCON FIG 310 WITH SPLAYED WIRE S FASTENER: STEEL BOLT MAX DESIGN LOAD - TYPE 20751B r 3/8'EXPANSION CASE a CANISTER IS INCH / NO LOCK UT REDD\ AFcoN9on� WITH A 3/8-BOLT o E r L1A Jn c 12 ,A N `OFF ET ATTACHMENT RTTIND H LENGTH HM OFFSET WEB BNWAGKEf 1 \ �xa SUS S / J PART#W1 \ARGON MODELS WW MAXIMUM LOAD. 1200 LBS >�nr aocErrAAP� FIG.162 ��I. SWAY BRACE FITTING Z=r RETAINING REVERSIBLE STEEL BMW JOIST a R2 LONGINDINAL ED.B.OLTAL oD 9YLB STRAP BEAM CLAW a 3 / Law Law SPRINKLER SYSTEM LOAD CALCULATION AMR' 4-WAY RISER BRACE y DMMETER TYPE LENGTH(FT) TOTAL(FT) 12 WEIGHT PER FT 12 TOTAL WEIGHT FIG.950 ¢I I' SCH 10 MAX 80 FT SPACWG SO' S.tl9 LEFT I712 LB L,DGCtl{i THREAD 3B'ALL THREAD ROD �6OZ CDNNECIION Q LET LS FlG.W ` w LBrF'r LB SAT ALL THREAD ROD ADJUSTABLE PoNG a�Q HANGER F F LSFT LB FIG.509 O Z Z 3 F ADJUSTABIE PoNG Q LB'FT M HANGER OFFSET WEB BRACKET,ROD,AND RING y LBrFT LB TOP BEAM CLAMP,ROD,AND RING a a w LBI'T LBus TYPICAL PIPE HANGER DETAIL LET TYPICAL PIPE HANGER DETAIL 0Dz LET PARALLEL TO BAR JOISTS AT ROOF 0 w LET TO BAR JOISTS AT ROOF �05 WD LE ' FT LB Of it a a— L®LFT V1 6 boa L81FT LB HANGERS TO BE SPACED PER NFPA NO.13 a ICY TOTAL I2 NEIGHT OF YMTERFLLEO PARE 1712 LB MAXIMUM DISTANCE BETWEEN HANGERS: z o 5 azz PLUS 15 FOR FITTINGS 70.7 LB p p O 3 0. 511.9 TDTAL 1"&lYa"PIPE=12'-0" A� a 1_00 LB 1Y2"THROUGH 4"PIPE=15'-0" COMPONENTS TO BE"AFCON"OR EQUAL COMPONENTS OF HANGER ASSEMBLIES SHALL BE LISTED L SWAY BRACE CALCULATIONS PER 1999 NFPA 13 HANGERS AND THEIR COMPONENTS SHALL BE FERROUS o HANGERS SHALL SUPPORT 5 TIMES THE WEIGHT BRACE INFORMATION SEISMIC BRACE ATTACHMENTS OF THE WATER FILLED PIPE PLUS 250 LBS F STRUCTURE ATTACHMENT FIRING OR TENSION ONLY BRACING SYSTEIN SEE HANGER Q SWAY BRACE DETAILS ON DWG FS-2o LENGTH OF BRACE: TC MAKE: AFCON MODEL 0077 o TWISTER OF BRACE: 1 INCH LISTED LOAD RATING: BMS LBS J C] p W 'di TYPE OF BRACE: 3CHb PIPE ADJUSTED LOAD RATING PER ei.5]: tA?b LBB N ANGLE OF BRACE: 15-59 SWAY BRACE(PIPE ATTACHMENT)FRTNG: SPRINKLER SYSTEM SHALL BE MONITORED 5s�� LEAST RAXIIS OF GYRATKM: OA2 MI11E: � NWEL E Z OI LR VALUE 1W LISTED LOAD RATING: ZH5 LO9 AS IT IS OVER 100 SPRINKLERS N ADJUSTEDLOADRATINGPERh1.5.1: 14MMS 8"BLOCK WALL IS NOT A SEISMIC SEPARATION AD:MAXIMUM!HORIZONTAL LO 2—BS UNDER SEPARATE SUBMITTAL PIPE PASSING THROUGH RIGID WALLS AND FLOORS 3 FASTENER INFORMATION SEISMIC BRACE ASSEMBLY DETAIL BY OTHERS TO HAVE CLEARANCES PER NFPA NO.13 " THE DIAMETER OF THE HOLE TO BE 2"LARGER 3 OPoENTATION OF CONNECTING SURFACE B Zm FOR PIPE SIZES 1"TO 3Y2" � FASTENER 4"LARGER FOR PIPE 4"AND LARGER STEEL BOLT MAX DESIGN L� AR JOIST HOLES TO BE FIRECAULKED FOR RISER,MAINS AND CROSSMAINS 2015 LB.We INCHLENGTH WA MODEL E MAUNI MLOAD: 200� v GENERAL NOTES: 1) CENTRAL STATION MONITORING IS REQUIRED SEPERATE PLANS LISTED FLEXIBLE PIPE COUPLINGS JOINING GROOVED , umuL E.o.e.DEraL w END PIPE SHALL BE PROVIDED AS FLEXIBLE JOINTS PER NFPA NO.13 U SPRINKLER SYSTEM LOAD CALCULATION AND PERMIT REQUIRED BY FIRE DEPARTMENT. � o FOR PIPING 2Y2"AND LARGER,AS FOLLOWS: M DIAAEIEIt TYPE IFJRGTX AFT) TOTAL(FT) 12 WEMal/T PER FT 12 TOTAL WEGHT LI-0 P SCM tO MAX 24 FT SPACING 21' S19 111A LB 2) PIPE WELDING TO BE DONE BY A CERTIFIED WELDER, WELDED 1)WITHIN 24"OF THE TOP AND BOTTOM OF ALL RISERS LEFT O) Ln r SCM10 ALLPoPoNGINTWOBRANCHUNES 117 2.11 LEFT 299.E LB PIPE TO BE INSPECTED BY A CITY INSPECTOR PRIOR TO HANGING THE FLEXIBLE COUPLINGS ARE NOT REQUIRED ON BOTH SIDES ¢ rn N LEFT LB ALL WELDS TO BE STAMPED BY WELDER OF THE MASONRY WALL AS THE CLEARANCE WILL BE PROVIDED LINFT LB 3) MAXIMUM CANTILEVERED PIPE WITH END SPRINKLER TO BE 3' PER NFPA NO.13,SECTION 6-4.4 Q f z ADDITIONAL SWAY BRACING WILL BE PROVIDED WITHIN 2W' CD Q�, i FOR 1" @ PIPE, 4' FOR 1j" @ PIPE, 5' FOR 1j" @ PIPE 12M c.; LIIFT LB 4) THE MAXIMUM LENGTH OF UNSUPPORTED ARM OVER PIPE TO A OF EVERY OTHER FLEXIBLE COUPLING IN THE MAIN PIPING m Z J _ LSIFT B SPRINKLER TO BE 2' FOR STEEL PIPE AND 1' FOR COPPER W 0 w O LNd J BST LB 5) SPARE HEAD BOX WITH WRENCH(S) AND 3 OF EACH TYPE OF U o T LB HEAD WILL BE LOCATED NEXT TO RISER. Q W Z L[J LET L" GENERAL NOTES: LEFT LB 6) SPRINKLER DEFLECTOR TO BE 1" TO 12" BELOW SMOOTH CEILING 1 DESIGN AND INSTALLATION PER NFPA N0.13, 2002 EDITION C'l o cy-o N LET 1" TO 6" BELOW STRUCTURAL MEMEBER. 22" MAX BELOW ROOF DECK ) _ L,., LL .10Of I OR THERMAL BARRIER FOR OBSTRUCTED CONDITION 2) DESIGN CRITERIA: F— Q o ; o 3TI LB A) RETAIL BLDG - ORD HAZARD GROUP 2 w Z Ln TOTAL b.1 17TOTAL t2 WFJGHT OF VMTERFLLED PPE .] TOTALS%FOR FITTINGS UA LB LB 0.20 GPM OVER 955 SQ. FT. hi Ef 3) ALL MATERIAL TO BE U.L. LISTED Ln 4) STEEL MAINS & 2" GRID LINES: C�6 (j CD SCHAD BLACK STEEL PIPE, ROLLED GROOVED, MAXIMUM DESIGN LOAD RATINGS PER NFPA N0.25 WITH WELDED OUTLETS 5) 1" THRU 2" STEEL SCREWED LINE PIPING: PER"AFCON"LITERATURE FOR FAST CLAMP&SWIVEL BRACE FITTING 1-8.Kecords of m5pectiar,test and maintenance of the system ad Its Cary aent5 SCH.40 BLACK STEEL PIPE, THREADED, z shall be made availa6le to the aaiortq havirq jurisdiction upon request,T4]ical records include but are not limited WITH CAST IRON FI TI N GS Q LISTED MAXIMUM DESIGN LOAD=2,015 LBS 30 40 DEGREES FROM VERTICAL DIVIDED BY 2.000=1,007 LBS to,valve m5pectia s,flow,dram and pump test;and trip test of dry pipe,clAw,and preacticn valves, LISTED MAXIMUM DESIGN LOAD=2,015 LBS 45-59 DEGREES FROM VERTICAL DIVIDED BY 1.414=1,425 LBS 1-8.1,Pecords shall indicate the procedure performed(eq,inspection,test a maintenance),thecrcializaba 6) ALL WELDING TO BE PERFORMED AT THE FABRICATION = that per mwd the work,the results,anal the date. FACILITY, PER NFPA NO.13. LISTED MAXIMUM DESIGN LOAD=2,015 LBS 60 89 DEGREES FROM VERTICAL DIVIDED BY 1.155=1,744 LBS 1-8,2 records shall be maintained by the owner.Original records shall be retained for the life of the 5ustem, 7) ALL HANGERS AND SWAY BRACING PER NFPA NO. 13 LISTED MAXIMUM DESIGN LOAD=2,015 LBS 90 DEGREES FROM VERTICAL USE LISTED LOAD 5u6eequent records shall be retained for a period of one yearafter the nest inspection,test,or mairlterarce 8) HYDRO TEST PIPING AT 200 PSI FOR TWO HOURS reclulred644estadard 9) ALL GROOVED COUPLINGS ARE FLEXIBLE TYPE. NORTH O DESIGNER J.S. SCALE NONE CHECK BY FILE NUMBER APPROVAL DATE 07/07/08 DRAWING NO. F$-2 I OPEN WEB STEEL BAR JOIST j 0 Q Q Q o Q oQ o �ugZ 122'-0" � h 23 26'-0" 23'-4" 23'-4" -6' a '-4" 26'-0" I 10'-01, 8,_0„ 4'-8)fi" 4,_5X„ 8'-0„ 8'-0" 2'-5Y2" 6'-5Y2" 12'-0" 4'-5Y2" 4'-5Y2„ 12'-0" 6,-5Y2" 2'-8Y4" 8_0" 8,_0., 6,_5%„ a a 0.t7% 0,rt5" 0'-t5„ 0,-5„ 0'45'> 0, � o . I I LL RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM _ MECH_RO_OM_ — F — 1� - - I 1 a E a 0 51 9Lei F e I.. i 0 a - f i:. • • • • • • f.. `. •:.. • • • i CONST °' o - I I I _ U I 0 0 I I 0 - oo - I O 0 0 O ( O D co • I � iwoci a`o" � "• • • • • • • • • _w w IN rc I a3 w Wed �-� %w ash O aoa —� �' �__z o 3Fw Oct d I � w I I � I �3�a 0 0 0 T O —� 0 o5Z �- O w�rca>&a��00 O � Qw0O O 0swX � m IO 0 0 0 1 0 1 0 0 01 oN o q w r Q = m V I W H o S N J I I I o M M O • • • • I • • II • • • • • a 0 J m m G Y n 7 I I a z�V Lo N N x W Z pp W Z s W W vo B --- g — — — — — — — — — — — — — — — - - — — — — — — — Zro �xr • O O • I I I I • O O • III I Lo Li O in q ---— —rt — -- -- - -- - --- ----- -- - q 26'— — — — — — — oll — • I Z � z� CV � 1 A 2O PER SECTION 8.14.7 O Q (V TOP OF PARAPET CANOPY UNDER 4 FT WIDE TOP OF MASONRY + o 26'-0" A.F.F. NO SPRINKLERS REQUIRED z" 24'-0" A.F.F. TOP OF MASONR4 U U z Q 24'-0" A.F.F. z Z U) w 0 J = CU * R22 RIGID W J INSULATION * R22 RIGID J w INSULATION I Y 1 1/2" METAL W — S U DECK 1 1/2" METAL U =:) - o ROOF TILE o _ = DECK m S) 2X8 WOOD STUDS BAR JOIST o ¢ N PLYWOOD o BAR JOIST —� � LL o SHEATHING NON—COMBUSTIBLE CONCEALED SPACE NON—COMBUSTIBLE U Q 8.0. FRAMING CONCEALED SPACE � W Y B.O. CANOPY NO SPRINKLERS REQUIRED +- 0 + 12'-6" O 14-0 o NO SPRINKLERS REQUIRED LL W U LAY IN CEILING + LAY IN CEILING W Lo ^ ~ \10'-6" A.F.F. A o + d p 10'-6" A.F.F. co W PER SECTION 8.14.7 CANOPY UNDER 4 FT WIDE RECESSED SPRINKLER NO SPRINKLERS REQUIRED RECESSED SPRINKLER o a FINISH FLOOR o 0 + FINISH FLOOR 0'-0" , i NORTH N �� SECTION �*�'� ASSESSOR'S PARCEL: OES�GNER J.5. SECTION ww A 379-241-058 SCALE ' 4" _ CHECK BY S1TE ADDRESS FILE NUMBER 16475 AP DATE1 /4"=1 '— 0" SCALE 1 /4 = 1 —0 LAKE ELSINEORE,RC DRIVE DATE 07/07/08 DRAWING NO. FS-3 FOLLOW SLOPE AND INSTALL2�^"°A FOLLOW SLOPE AND INSTALL 1"DRAIN VALVE&PLUGS �$ 0 1"DRAIN VALVE&PLUG O O3 O Q ON BOTTOM OF MAIN ON BOTTOM OF MAIN 122'-0" v � 21 23'-4" 23'-4" 23'-4" 26'-0" '-67. 0• 10'-0" " 2'-8Y4 8'-0" 8'-0" 7%" MA 0'-5" 014511 0P-5" 0P45" 0'^75A"—5Y2' 8'-1 4-8)b 4'-5 Yz 8 -0 8'-0" 2'-5Yz 6'-5Y2" 12'-1 4-5Yz 4z 12'-0" 6'-5Yz 6'-5/8» a U o 4-7' 4x6-6 11 TOR A-5 10 BOR U J - U 0 w 4 J o I ° o = a F , PRIG UP - F Em 1x1-8 S N o �� + i W r- X Q J Q �� �I� �Ir) �Ir 3 �Ir� �P� 1-3 �I� � OI (A (� w AIM �I �p I �Nh �Ir7 �� �Ir� W FA Q O 7-0 3-1 1-6 21 5-7 4-0 6-4 4-2 5-0 9-8 6-4 7-7 4-9 5-3 o D o _ � 5 2x10-6 6-6 —0 4-0 3-1 1 8 10 4 2 1-8 5-9 W (9 4-11 2x10-6 2x10-6H 2x10-6 2x10-6 2x5-8 5 31 R M sES ir W � p #1 #5 #7 13 #21 2x10-6 #30 o a 3 s s J I o 2x10-6 # 2x10-6 2x10-6 #24 2x10-6 of o a o , #9 #15 #18 #27 00 Z J X Q I r� E E 00 AIM �I�I �q+) �I� AIM �Ir7 �Ir7 �Ir7 �Ir7 �I� r Ir7 �� z '3 o - n 7-5 3-1 5-7 I 4-0 6-6 8-0 8-4 9-10 8-8 10-2 9-3 1-3 6-9 3-9 4-3 u,w W 1-9 4-11 1-6 2-2 2x10-6 1-10 4 1-5 C32 a3 2x10-6 2x10-6 2x10-6 1 0 8 2x10-6 2x10-6 u W 2x4-0 22 2x10-6 2x10-6 16 2x10-6 2x5-8 I W w of W #2 I #3 #5 #7 #10 j #14 # w Q 2x10-6 #22 #25 #28 #31 w < #19 o I Z LL LU p F_ p 0- p 0 I a a 5 I C (n I V7 I I N O 00 O o f F O] _ O I ! I wiz a I LL m -Oa X Q m a Cq 1 104 _ 9 t-��E0 101 �Ir7 AIM C a38z _I 23 �Ir, 9-1 �� 7-7 6-0 4-6 7-6 8-4 9-10 �I� 8-8 j �Ir3 10-2-1�Ilk9-3 _P0 1-3 6-9 3-9 4-3 33 _ oW 0 1-5 3-0 2-2 2-11 2x10-6 2x10-6 g 1-10 54 2x10-6 1-5 I AEG r� 0 2x10-6 2x10-6 #8 2x10-6 2x10-6 2x10-6 51 2x5-8 O�Z I #4 #6 #11 #14 #16 2x10-6 22 2x10-6 #28 #31 r� Zw� p r #19 # #25 o p WOW 0 p l I pl N o 4 w0a, I Q 2�4' O102 105 O107 109 Xp mI oN a 3.1— 9 N —19-1 7-7 6-0 J= 4-6 7-6 8-4 9-10 8-8 - 10-2 9-3 -P') 1-3 6-9 3-9 4-3 1-5 2-11 3-0 2-2 2x10-6 8 1 10 34 of 2x10-6 2x10-6 2x10-6 2x10-6 2x10-6 #16 2x10-6 2x10-6 52 2x10-6 55 2 10-6 57 2x5-8 59 4 #6 11 I v # #8 # #14 #19 #22 #25 #28 #31 o Z o I r I I N 0 JR € p ! p p �"ZONE OF INFLUENCE" 110 o m n 103 106 108 o �I`) O �II� IM 0 9-1 9-7 6-0 4-6 2-11 5-0 8-4 7-10 2-1 6-7 9-7 7-7 2-11 5-1 O 25 35 � m s m 1-5 11 2x10-6 2x10-6 2-7 2x10-6 2x10-6 2-2 2x10-6 2-8 1-0 2x10-6 6 2x10-6 2 10-6 2x6-6 0 LO Z LL p 2x10-6 #12 j 14 #17 2x 20 #23 53 #26 56 #29 58 32 60 I I N z N z z n 4 # # � 1no,. Na . B RISE 1Y4x2-2 RISE 1y4x2-2 B om_ om 1 1 1 1 zYo i'x� 7-11 v r 3-9 —9 MOST REMOTE , a �I� O ?I I �Id —Id- �I j 7-11 O I� 955 SQ FT 0 q - - - _ - -- ---- ---- - - -- ------ -- -- -------_ -- — -- -- �""--- -- q rV I R I cl U 1 A 2 2.1 .9 ` 7 d- O O 0 00 INSTALL PIPING @ 6" BELOW APPROVAL =D o Q w CID BOTTOM OF STEEL BAR JOISTS LAKEEI_SINM FIRE SERVICES °� z U CEn W BY NORMAN DAVIDSON,FSS j z LLJ G J DATE: CASE: 0 THE FIRF DEPT.APPROVAL IS VALID Q Y LLJ FOR ONE YEAR SUBJECT TO U Q COMPLIANCE WITH APPLICABLE CODES p z m > W� � Q Ek::p ¢ N —J w Li O 00 Q0:: ~ 1l O v7 c^ 11.2.123.1 Where listed quick-response sprinklers are used throughout a syaten or portion of a system having the w rn nymdruufic design basis,the system area of operation shall g �� V be � permitted to be reduced without revising the density as �— LA- Indicated C/-) O L- in Figure 11.2.3.23.1 when all of the following conditions cD are satisfied: L�J (1)Wet pye system (2)Light hazed or ordinary 1hr occupancy (3)20-ft(6.1-m)maximum caTeg height RETAIL BUILDING The number of sprinklers in the design area Figure 11.2.3.2.31➢esign Oren reduction for HYDRAULIC DESIGN CRITERIA quick-response sprinklers. For ceiling height=10 Ft and=20 Ft,y=-3x+55 0.20 GPM 955 SQFT For ceiling height<10 ft,y= 40 ACTIVE SPRINKLERS:NODES 2 10 101 THRU 110 For ceiling height>20,y=0 Note y =-3%t 55 261.13 GPM REQUIRED AT 22.19 PSI w � NORTH oast Ieswrlp-x-r AT BASE OF RISER 30 "Nar,,,a4" ASSESSOR'S PARCEL: 20 �we.—w m 3'9-241-058 DESIGNER J.S. ADD 250 GPM FOR HOSE ALLOWANCE SC&E 4• = V_D- 'o SITE ADDRESS CHECK BY TOTAL DEMAND: 511.13 GPM AT 29.00 PSI g I 10 20 30 16475 LAKESHORE DRIVE FILE NUMBER LAKE ELSINORE, CA APPROVAL DATE 07 07 08 DRAWING NO. FS-4