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– LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 x Phone (760) 777-7078 x www.rvcfire.org July 19, 2024 Hiller Companies Re: Fire Sprinkler System FCSS2024-0011 / 79295 Highway 111 The plan for the above referenced project was reviewed. The following corrections and additional details are required. 1.) Sheet F01 shows the installation of new air release vents. Include this in the scope of work. 2.) The sprinkler legend notes incorrect K-factors for the TY7158 and the TY5255. 3.) Confirm the SIN for the 6 sprinklers proposed to be installed in the alcove and provide the sprinkler data sheet. 4.) According to the legend, 6 upright sprinklers proposed for the alcove are on drops. Clarify why drops need to supply uprights. 5.) The scope of work shall include the installation of upright heads in the sales floor or the sprinkler legend needs to be revised with respect to what is existing. All questions regarding the meaning of these requirements should be referred to the Office of the Fire Marshal staff at (760)777-7078. Chris Cox – Supervising Fire Marshal OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 x Phone (760) 777-7078 x www.rvcfire.org July 23, 2024 Hiller Companies Re: Fire Sprinkler Permit – Walmart FCSS2024-0011/ 79295 HIGHWAY 111 The sprinkler plans for the above referenced project were reviewed and approved with the following conditions. The following inspections/tests are required to be witnessed by the Office of the Fire Marshal staff: 1) Overhead Rough/Hydro – all pipe, equipment, and hangers shall be visible. 2) Final inspection – sprinklers and escutcheons shall be in place. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance by emailing FireBusinessMail@laquintaca.gov. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7078. Chris Cox – Supervising Fire Marshal 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 79295 Highway 111 PERMIT#: FSS2024-0011 DATE ISSUED: 7/23/24 DESCRIPTION: Walmart - Fire Sprinkler Permit CONTRACTOR: Hiller Companies HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections Email FireBusinessMail@laquintaca.gov B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. BO R SCO PANEL 48 I N C H M P C S T A R T E R SCO PANEL 48 INCH MPC STARTER SCO PANEL 48 INCH SCO PANEL 48 INCH SCO PANEL 48 INCH SCO PANEL 4 8 I N C H M P C SCO PANEL 4 8 I N C H M P C SCO PANE L 4 8 I N C H SCO PANEL 4 8 I N C H SCO PANEL 48 INCH SCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPC SCO PANE L 1 5 I N C H SCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPC SCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPC SCO PANEL 48 INCH MPC SCO PANEL 48 INCH MPC SCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPCSCO PANEL 48 INCH MPC STARTER SCO PANEL 4 8 I N C H M P C SCO PANEL 48 I N C H M P C SCO PANEL 48 I N C H M P C SCO PANE L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C SCO PANEL 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C SCO PANEL 48 IN C H M P C S C O P A N E L 4 8 I N C H M P C SCO PANEL 48 IN C H M P C S C O P A N E L 4 8 I N C H M P C S T A R T E R SCO PANEL 48 INCH MPC SCO PANEL 1 5 I N C H SCO PANEL 48 INCH MPC STARTER SCO PANEL 48 I N C H M P C SCO PANEL 48 I N C H M P C SCO PANEL 48 I N C H M P C SCO PANEL 48 IN C H M P C S C O P A N E L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C SCO PANEL 4 8 I N C H M P C SCO PANEL 4 8 I N C H M P C SCO PANEL 48 INCH SCO PANEL 48 INCH MPC SCO PANE L 1 5 I N C H SCO PANEL 48 INCH MPC SCO PANEL 48 INCH SCO PANE L 1 5 I N C H GR 1 B U C B GM1 D D E O B HA Z D D E E BAM 9 2 FB DD E E B B D DD E H TB4 9 9 - B U S H I N G 1 / 2 " N P T M x 1 / 4 " N P T F B D B D P H TB5 4 1 - L P S H U T - O F F V A L V E 1 / 2 " N P T F A I R B B B A G H B B B A B O B B CL C B E B D B B D B B C E DD B U C B GR 1 B U C B FB 8 4 D D E O B HA Z FB DD E E B PH 9 2 D DD E E B B FB DD H H TB4 6 2 - Q U I C K - C O N N E C T A I R C O U P L E R 1 / 4 " N P T F B D B A P H TB52 5 - R E G U L A T O R W I T H G A U G E 1 / 4 " N P T F B B B A G U B B CL A B O GM1 B U C B A B CL B B D B B C E GR 1 B U C B GM1 D D B B B FB D D E O B FB FB DD E E B D D DD E E B D FL G D P H TB5 4 1 - L P S H U T - O F F V A L V E 1 / 2 " N P T F A I R B B B A P H TB42 9 - L P A I R H O S E 1 / 4 " x 1 8 " W I T H N P T M B B B A B O B B CL A B E B U B B B B B C E FB B B C E AC A D E M Y CL A S S R O O M 1 FO O D T E N A N T ST O C K R O O M - G M CL A S S R O O M 3 RE C E I V I N G - G M 10 0 50 1 50 0 12 6 HA L L W A Y CL A S S R O O M 2 TE N A N T SA L E S GA R D E N C E N T E R GL A Z E D C A N O P Y SE A S O N A L S H O P TB4 6 2 - Q U I C K - C O N N E C T A I R C O U P L E R 1 / 4 " N P T F TB52 5 - R E G U L A T O R W I T H G A U G E 1 / 4 " N P T F GR 1 GM1 AWS TB5 4 1 - L P S H U T - O F F V A L V E 1 / 2 " N P T F A I R TB42 9 - L P A I R H O S E 1 / 4 " x 1 8 " W I T H N P T M GR 1 GM1 TB4 9 9 - B U S H I N G 1 / 2 " N P T M x 1 / 4 " N P T F TB5 4 1 - L P S H U T - O F F V A L V E 1 / 2 " N P T F A I R GM1 GR 1 50 1 50 0 12 6 90 0 17 9 17 8 GR E A T C L I P S SA L E S GA R D E N C E N T E R GL A Z E D C A N O P Y SE A S O N A L S H O P GR O C E R Y S A L E S ST O C K R O O M - G M RE C E I V I N G - G M MC D O N A L D S 10 0 HEA L T H PHA R M A C Y TOIL E T PHA R M A C Y SER V I C E S GM V E S T I B U L E PRET E S T ADJ U S T M E N T S WOM E N CON T A C T S MAN A G E R ' S OTH E R I N C O M E MEN REC E P T I O N OFFI C E EXAM R O O M ASSI S T A N T CA R T S T O R A G E ROO M EXA M R O O M MAN A G E R WAIT I N G UPC MOTH E R ' S ALC O V E ROO M FAMI L Y BRE A K R O O M CU S T O M E R S E R V I C E EQ U I P M E N T GA M E P L A Y ²² OH- O . T . S OH- 1 0 ' - 0 " A F F LH-- LH- 9'-0 " A F F IN S T A L L N E W A I R RE L E A S E V E N T . IN S T A L L N E W A I R RE L E A S E V E N T . IN S T A L L N E W A I R RE L E A S E V E N T . IN S T A L L N E W A I R RE L E A S E V E N T . IN S T A L L N E W A I R RE L E A S E V E N T . LH- O.T.S DR Y P E N D E N T H E A D D E T A I L SC A L E - N O N E 1. OP T I O N " B " I N S T A L L A T I O N P R O C E D U R E FRE E Z E R / C O O L E R CEI L I N G TY C O M O D E L T Y 5 2 5 5 FL U S H 2 0 0 ° F D R Y PE N D E N T S P R I N K L E R (N O S U B S T I T U T I O N S ) TY C O R U B B E R S E A L BO O T M O D E L D S B - 2 MIN CASING LENGTH 12" SP R I N K L E R C U P SE A L A N T P E R B O O T MA N U F A C T U R E R CO R E D R I L L 2 1 / 2 " D I A M E T E R H O L E I N T H E F R E E Z E R / C O O L E R I N S U L A T E D CE I L I N G P A N E L L O C A T E H O L E A N D R E Q U I R E D S P R I N K L E R P R O T E C T I O N I N AC C O R D A N C E W I T H N F P A 1 3 O B S T R U C T I O N C R I T E R I A ( S S P T Y P E S P R I N K L E R S ) . MA I N T A I N 6 " C L E A R A N C E F R O M C O O L E R S E A M S . IN S T A L L T Y C O D R Y P E N D E N T S P R I N K L E R P E R M A N U F A C T U R E R S I N S T A L L A T I O N RE Q U I R E M E N T S . I N S E R T B O O T P R I O R T O M A K E - U P W I T H P I P I N G . CO M P L E T E L Y S E A L I N T E R F A C E B E T W E E N B O O T F L A N G E A N D T O P O F FR E E Z E R / C O O L E R P A N E L W I T H A D H E S I V E P R O V I D E D W I T H B O O T I N AC C O R D A N C E W I T H M A N U F A C T U R E R S I N S T R U C T I O N S . AP P L Y S T R A P T I E S O N B O O T A R O U N D D R Y S P R I N K L E R B A R R E L P E R MA N U F A C T U R E R S I N S T R U C T I O N S . OP T I O N B 4. 2 3 / 4 " MIN 6" 2. 1" D R Y SP R I N K L E R DR O P 2 N Y L O N S T R A P T I E S (I N S T A L L O P P O S I T E D I R E C T I O N S ) SU P P L Y F R O M W E T PIP E S P R I N K L E R SY S T E M TE E W I T H P L U G TYP 3. TYP 1" ME C H / J A C T E E 90 ° E L B O W 1" D R O P NE W S E M I - R E C E S S E D PE N D E N T H E A D PE N D E N T I N S T A L L D E T A I L SC A L E - N O N E NE W U P R I G H T TY P I C A L U P R I G H T D E T A I L SC A L E - N O N E SC A L E - N O N E LI N E / M A I N - H A N G E R D E T A I L FI G . 2 0 0 AD J U S T A B L E R I N G H A N G E R FI G . 1 0 0 - 3 / 8 " = 1 " - 4 " P I P E AL L T H R E A D H A N G E R R O D FI G . 6 6 & 6 9 BE A M C L A M P 1" x 1 6 G A . G A L V . S T E E L ( 1 ' - 0 " ) 11 / 2 " MI N . w/ S U R G E R E S T . A T E N D O F L I N E RE T R O - R E T A I N I N G S T R A P L VI C I N I T Y M A P 5'050' GRAPHIC SCALES:116"=1'-0" 5'025' 18"=1'-0" 012' 14"=1'-0" 06' 12"=1'-0" 1'04' 34"=1'-0" 1'03' 1"=1'-0" 1'02' 112"=1'-0" 01' 3"=1'-0" SI T E P L A N WA L M A R T 1 8 0 5 NE W F I R E S P R I N K L E R AR M O V E R I N S T A L L E D US I N G N E W M E C H T E E NE W F I R E S P R I N K L E R AR M O V E R I N S T A L L E D US I N G E X I S T I N G OU T L E T 1"1" 1. T H I S P L A N D E T A I L S T H E F I R E S P R I N K L E R S Y S T E M F O R C O N S T R U C T I O N T Y P E : V - B O C C U P A N C I E S : A 2 , B , M , S 1 M A X S P A C I N G L I G H T H A Z A R D : 2 2 5 S Q F T M A X S P A C I N G O R D I N A R Y H A Z A R D : 1 3 0 S Q F T 2. I N S T A L L A T I O N S H A L L C O N F O R M T O N . F . P . A . - 1 3 ( 2 0 2 2 E D ) , C . B . C . ( 2 0 2 2 E D ) . 3. A L L M A T E R I A L S I N S T A L L E D S H A L L B E N E W , U . L . L I S T E D A N D / O R F . M . " A P P R O V E D " F O R F I R E PR O T E C T I O N U S E . 4. A L L S P R I N K L E R S Y S T E M C O N T R O L V A L V E S S H A L L B E P R O V I D E D W I T H T A M P E R S W I T C H E S . AL L S Y S T E M S S H A L L B E E Q U I P P E D W I T H A F L O W S W I T C H . A L L T A M P E R S A N D F L O W S W I T C H E S SH A L L B E M O N I T O R E D B Y A N O F F - S I T E P R O P R I E T A R Y S T A T I O N , U . L . L I S T E D A N D / O R F . M . "A P P R O V E D " , A N D A C C E P T A B L E T O T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . 5. W I R I N G O F F L O W S W I T C H E S S H A L L B E " N O R M A L L Y C L O S E D " F O R C O R R E C T O P E R A T I O N I N AL A R M M O D E . 6. P O W E R F O R A L L F I R E S P R I N K L E R A L A R M S S H A L L B E T A K E N F R O M A D E D I C A T E D C I R C U I T FO R F I R E A L A R M U S E P O W E R S U P P L Y M U S T B E I N S E R V I C E B E F O R E F I N A L I N S P E C T I O N B Y TH E F I R E D E P A R T M E N T . 7. C O N T R A C T O R S H A L L M A K E P I P I N G A B O V E S U S P E N D E D C E I L I N G S A C C E S S I B L E T O FI R E D E P A R T M E N T P E R S O N N E L F O R V I S U A L I N S P E C T I O N A S A C O N D I T I O N O F F I N A L AP P R O V A L . 8. E X P A N S I O N R I N G S W I L L B E U S E D O N A L L N E W S P R I N K L E R P E N E T R A T I O N S . ( 2 I N C H ) 9. S P R I N K L E R S S H A L L B E Q U I C K R E S P O N S E T Y P E . 10 . P I P I N G M A T E R I A L S H A L L B E A S F O L L O W S : S C . 3 0 O R S C H . 4 0 W H E N T H R E A D E D O R GR O O V E D , S C H / 7 O R S C H 1 0 W H E N G R O O V E D . 1. T H I S T . I . I N V O L V E S R E L O C A T I O N O F E X I S T I N G F I R E S P R I N K L E R D R O P S F O R N E W W A L L S / R O O M CO N F I G U R A T I O N S , R E R P L A C I N G 8 6 S P R I N K L E R S I N S A L E S F L O O R , & 5 N E W A I R V E N T S . 2. T H E B U I L D I N G O C C U P A N C Y I S N O T B E I N G C H A N G E D . SC O P E O F W O R K GE N E R A L B U I L D I N G N O T E S WA L M A R T 1 8 0 5 79 2 9 5 U S H W Y 1 1 1 LA Q U I N T A , C A 9 2 2 5 3 SC A L E : 1 / 3 2 " = 1 ' - 0 " ST A T I C A T B O R : X X P S I KE Y P L A N HA N G E R D E T A I L S HY D R A N T F L O W I N F O M A T I O N DR O P D E T A I L S SP R I N K L E R L E G E N D T. I . F I R E S P R I N K L E R L E G E N D DESCRIPTION DATE REV BY REVISIONS # DA T E : RE V I S I O N : SH E E T N U M B E R : SC A L E : CH E C K E D B Y : DR A W N B Y : DA T E : JO B N U M B E R : PLOT DATE: NO N E 0 OF 3/28/22 M. H E R N A N D E Z JR . T O P I N I O LA - 0 8 3 2 F0 1 22 - J u l - 2 4 22 - J u l - 2 4 C-16 11 LH = L I G H T H A Z A R D ( 2 2 5 F T ² ) OH = O R D I N A R Y H A Z A R D ( 1 3 0 F T ² ) SR R = S M A L L R O O M R U L E SYMBOL SYMBOL LEGEND DESCRIPTION NEW PIPE EXISTING PIPE CENTERLINE OF PIPE A.F.F. CENTERLINE OF PIPE BELOW TOP OF STEEL FIRE PROTECTION HANGER CEILING HEIGHT ELEVATION A.F.F. NOMINAL PIPE SIZE FIRE SPRINKLER RISER NOMINAL PIPE LENGTH MECHANICAL TEE FABRICATION TAG FOR MAIN PIPING FABRICATION TAG FOR BRANCHLINE PIPING FOUR-WAY SWAY SEISMIC BRACING TWO-WAY LONGITUDINAL/LATERAL SEISMIC BRACING END OF BRANCHLINE RESTRAINT SEISMIC BRACING FIRE DEPARTMENT CONNECTION HOSE VALVE PIPESTAND FIRE PROTECTION TRAPEZE HANGER HYDRAULIC NODE POINT TAG 79295 US HWY 111 LA QUINTA, CA 92253 WALMART 1805 SITE PLAN, DETAILS, & NOTES 1601 W ORANGEWOOD AVE ORANGE, CA 92868 (714)634-3923 LICENSE NO. C-161105955 1 1 1 Th e a p p r o v a l o f p l a n s a n d s p e c i f i c a t i o n s d o e s n o t pe r m i t t h e v i o l a t i o n , d e l e t i o n , o m i s s i o n o r f a u l t y in s t a l l a t i o n o f a n y r e q u i r e m e n t s o f T i t l e 2 4 o r a n y Lo c a l O r d i n a n c e s . C o n s t r u c t i o n s h a l l r e m a i n ac c e s s i b l e a n d e x p o s e d f o r i n s p e c t i o n p u r p o s e s un t i l a p p r o v e d b y t h e F i r e D e p a r t m e n t . Ri v e r s i d e C o u n t y F i r e D e p a r t m e n t Of f i c e o f t h e F i r e M a r s h a l AP P R O V A L By : Pe r m i t # : Ch r i s C o x , F i r e S a f e t y S u p e r v i s o r 07 / 2 3 / 2 0 2 4 FC S S 2 0 2 4 - 0 0 1 1 ²² OH - O.T . S OH - 10 ' - 0 " A F F MA N A G E R ' S OF F I C E AS S I S T A N T MA N A G E R UP C LH - 9'- 0 " A F F BBB RO O M MO T H E R ' S E RO O M FA M I L Y LH - O. T . S AD J U S T M E N T S WA I T I N G LH - - 5'050' GRAPHIC SCALES:116"=1'-0" 5'025' 18"=1'-0" 012' 14"=1'-0" 06' 12"=1'-0" 1'04' 34"=1'-0" 1'03' 1"=1'-0" 1'02' 112"=1'-0" 01' 3"=1'-0" WA L M A R T 1 8 0 5 DESCRIPTION DATE REV BY REVISIONS # DA T E : RE V I S I O N : SH E E T N U M B E R : SC A L E : CH E C K E D B Y : DR A W N B Y : DA T E : JO B N U M B E R : PLOT DATE: NO N E 0 OF 3/28/22 M. H E R N A N D E Z JR . T O P I N I O LA - 0 8 3 2 F0 1 - 2 22 - J u l - 2 4 22 - J u l - 2 4 C-16 11 SYMBOL SYMBOL LEGEND DESCRIPTION NEW PIPE EXISTING PIPE CENTERLINE OF PIPE A.F.F. CENTERLINE OF PIPE BELOW TOP OF STEEL FIRE PROTECTION HANGER CEILING HEIGHT ELEVATION A.F.F. NOMINAL PIPE SIZE FIRE SPRINKLER RISER NOMINAL PIPE LENGTH MECHANICAL TEE FABRICATION TAG FOR MAIN PIPING FABRICATION TAG FOR BRANCHLINE PIPING FOUR-WAY SWAY SEISMIC BRACING TWO-WAY LONGITUDINAL/LATERAL SEISMIC BRACING END OF BRANCHLINE RESTRAINT SEISMIC BRACING FIRE DEPARTMENT CONNECTION HOSE VALVE PIPESTAND FIRE PROTECTION TRAPEZE HANGER HYDRAULIC NODE POINT TAG 79295 US HWY 111 LA QUINTA, CA 92253 WALMART 1805 SITE PLAN, DETAILS, & NOTES 1601 W ORANGEWOOD AVE ORANGE, CA 92868 (714)634-3923 LICENSE NO. C-161105955 SA L E S , C O O L E R / F R E E Z E R F I R E S P R I N K L E R P L A N SC A L E : 1 / 8 " = 1 ' - 0 " OF F I C E S F I R E S P R I N K L E R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " AL C O V E F I R E S P R I N K L E R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " VI S I O N C E N T E R F I R E S P R I N K L E R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " HY D R A U L I C D A T A P L A T E Pr o j e c t : Da t e : Lo c a t i o n : Sy s # : Co n t r a c t o r : Zo n e : Ad d r e s s : Ar e a : Ha z a r d : Li g h t OR - 1 OR - 2 EX - 1 EX - 2 NF P A S t a n d a r d : Sy s t e m T y p e : De n s i t y / A r e a : gp m / s f o v e r Ar e a / S p r i n k l e r : s q . f t . a l l o w e d . Mf g : Mo d e l : Sp r i n k l e r D a t a : Or i f i c e : K- f a c t o r De g r e e : Sp r i n k l e r s F l o w i n g : gp m a l l o w a n c e Sp r i n k l e r : Ho s e : TO T A L S P R I N K L E R S O N S Y S T E M : SU M M A R Y O F F L O W En d S p r i n k l e r F l o w : gp m @ ps i Di s c h a r g e o f F l o w S p r i n k l e r s : TO T A L D E M A N D B A S E O F R I S E R : ( ) Wi t h H o s e : Wi t h R a c k gp m gp m SU P P L Y D A T A : Lo c a t i o n : Te s t B y : Te s t D a t e : Ci t y S t a t i c : ps i ; R e s i d u a l : ps i ; F l o w : g p m Fi r e P u m p R a t i n g : gp m @ ps i ; E l e c . Di e s e l : PI P E D A T A C- F a c t o r : A b o v e g r o u n d = Un d e r g r o u n d = Sc h 4 0 Lt . W a l l XL C P V C ST O R A G E Co m m o d i t y C l a s s : Fi g . N o . ( 2 3 1 - C ) : Ra c k D e m a n d : Ba c k f l o w P r e v e n t e r : Ma x . H g t : f t . M i n C l e a r A i s l e w i d t h f t . gp m @ ps i @ r e f . p o i n t Mf g . M o d e l : Cu r v e : S p r i n k l e r / L e v e l t o F l o w sf / s p . u s e d . gp m gp m @ ps i CO P P E R Pi p e T y p e : sq . f t . a r e a AR E A 1 C A L C C A R D HY D R A U L I C D A T A P L A T E Pr o j e c t : Da t e : Lo c a t i o n : Sy s # : Co n t r a c t o r : Zo n e : Ad d r e s s : Ar e a : Ha z a r d : Li g h t OR - 1 OR - 2 EX - 1 EX - 2 NF P A S t a n d a r d : Sy s t e m T y p e : De n s i t y / A r e a : gp m / s f o v e r Ar e a / S p r i n k l e r : s q . f t . a l l o w e d . Mf g : Mo d e l : Sp r i n k l e r D a t a : Or i f i c e : K- f a c t o r De g r e e : Sp r i n k l e r s F l o w i n g : gp m a l l o w a n c e Sp r i n k l e r : Ho s e : TO T A L S P R I N K L E R S O N S Y S T E M : SU M M A R Y O F F L O W En d S p r i n k l e r F l o w : gp m @ ps i Di s c h a r g e o f F l o w S p r i n k l e r s : TO T A L D E M A N D B A S E O F R I S E R : ( ) Wi t h H o s e : Wi t h R a c k gp m gp m SU P P L Y D A T A : Lo c a t i o n : Te s t B y : Te s t D a t e : Ci t y S t a t i c : ps i ; R e s i d u a l : ps i ; F l o w : g p m Fi r e P u m p R a t i n g : gp m @ ps i ; E l e c . Di e s e l : PI P E D A T A C- F a c t o r : A b o v e g r o u n d = Un d e r g r o u n d = Sc h 4 0 Lt . W a l l XL C P V C ST O R A G E Co m m o d i t y C l a s s : Fi g . N o . ( 2 3 1 - C ) : Ra c k D e m a n d : Ba c k f l o w P r e v e n t e r : Ma x . H g t : f t . M i n C l e a r A i s l e w i d t h f t . gp m @ ps i @ r e f . p o i n t Mf g . M o d e l : Cu r v e : S p r i n k l e r / L e v e l t o F l o w sf / s p . u s e d . gp m gp m @ ps i CO P P E R Pi p e T y p e : sq . f t . a r e a AR E A 2 C A L C C A R D