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FSS2019-0118
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL KOHL HETRICK 9/10/2020 9/10/2020 Communicated with the GC, Fire Alarm Contractor and Sprinkler Contractor: Elevator pit sprinklers shall be supplied by a separately valved (indicating/monitored) line that includes a waterflow switch with no time-delay (<5 seconds) to trigger Phase 1 Emergency Recall Operation - Alternate Level. Valve and Switch are to be located outside of the hoistway and accessible. E-MAIL KOHL HETRICK 1/5/2021 1/5/2021 Sent email to Contractor requesting copy of misplace NFPA 13 Contractor Material & Test Certificate. NOTE KAYLI ALFORD 4/29/2020 4/29/2020 PER KOHL, CONTRACTOR STATED THEY WILL SUBMIT REVISED PLANS. ADDED REVISION FEE. Description: RESIDENCE INN Type: FIRE SPRINKLER Subtype: COMMERCIAL/INDUSTRIAL Status: FINALED Applied: 9/10/2019 AHI Parcel No: 600020053 Site Address: 79675 HIGHWAY 111 LA QUINTA,CA 92253 Approved: 12/2/2019 KHET Subdivision: Block: Lot: Issued: 12/5/2019 JLIM Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 11/30/2020 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, January 12, 2023 2:41:18 PM 1 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT THREE M FIRE PROTECTION INC 31460 CONGRESSIONAL DRIVE TEMECULA CA 92591 (951)297-1063 john@3mfire.com CONTRACTOR THREE M FIRE PROTECTION INC 31460 CONGRESSIONAL DRIVE TEMECULA CA 92591 (951)297-1063 john@3mfire.com NOTE KOHL HETRICK 10/8/2020 10/8/2020 (1) STANDPIPE FLOW TEST REQUIRED IN COMPLIANCE WITH NFPA 14. (2) PENDING INSPECTION - FIRE CLEARANCE TO ALLOW FURNISHINGS TO BE BROUGHT IN AND INSTALLED IS CONTINGENT UPON THE FIRE SPRINKLER SYSTEM PROTECTING THAT SPECIFIC LEVEL TO BE FINISHED, LIVE AND LOCKED IN THE "OPEN" POSITION. PLAN CHECK PICKED UP AARON HICKSON 11/6/2019 11/6/2019 JASON MCGLAUGHLIN PICKED UP CORRECTIONS. I RETAINED 1ST AND 2ND SUBMITTALL DOCUMENTS THAT WERE IN FIRE FOLDER. PLAN CHECK PICKED UP ARMANDO MAGALLON 9/30/2019 9/30/2019 JOHN M PICKED UP PLANS PLAN CHECK PICKED UP JACK LIMA 12/5/2019 12/5/2019 PERMIT ISSUED TO JASON MCLAUGHLIN FROM 3M FIRE PROTECTION. TELEPHONE CALL KOHL HETRICK 8/25/2020 8/25/2020 Texted photos to contractor of continued needed correction on the SW stairwell Riser - Level 1 seismic Tolco Fig. 980 as it is attached to the vertical wall stud. The attachment is installed incorrectly from manufacturer specifications and is creating an aggressive angle against the frame of the attachment. It needs to be relocated/oriented to the other side of the vertical wall stud assembly to create a less aggressive angle. CONDITIONS FINANCIAL INFORMATION Printed: Thursday, January 12, 2023 2:41:18 PM 2 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON Printed: Thursday, January 12, 2023 2:41:18 PM 3 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $161.00 $161.00 11/23/20 WEB6843 065317 CREDIT THREE M FIRE PROTECTION INC ECON FIRE SPRINKLER SYSTEMS COMMERCIAL/INDUSTR IAL 101-0000-42421 0 $400.00 $400.00 9/10/19 R53312 0001 DEBIT THREE M FIRE PROTECTION INC AHI FIRE SPRINKLER SYSTEMS COMMERCIAL/INDUSTR IAL PC 101-0000-42420 0 $561.00 $561.00 9/10/19 R53312 0001 DEBIT THREE M FIRE PROTECTION INC AHI Total Paid for FIRE FEES: $3,859.00 $3,859.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 9/10/19 R53312 0001 DEBIT THREE M FIRE PROTECTION INC AHI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 Printed: Thursday, January 12, 2023 2:41:18 PM 4 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 5/5/2020 5/5/2020 NOT READY PARTIAL - FIELD INSP Stairwell Standpipes - Rough / Hydro 4th Story - Rough and Hydro 3rd Story - Rough only Not Ready - Standpipes were incomplete due to missing pieces. 4th Story was incomplete. Missing hangers. Electrical not even started - unable to confirm protection for CPVC contact hazards. 3rd Story was incomplete. Changes in the piping layout for 3rd and 2nd story requires revision submittals with updated hydraulic calculations. OVERHEAD HYRO KHET 5/5/2020 5/5/2020 NOT READY PARTIAL - FIELD INSP Stairwell Standpipes - Rough / Hydro 4th Story - Rough and Hydro Not ready - Standpipes were incomplete due to missing pieces. 4th Story was incomplete and had a leak. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/10/19 R53312 0001 DEBIT THREE M FIRE PROTECTION INC AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$3,874.00 $3,874.00 Printed: Thursday, January 12, 2023 2:41:18 PM 5 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 OVERHEAD ROUGH PIPING KHET 5/13/2020 5/13/2020 APPROVED PARTIAL SW Standpipe - Hydro tested and Rough approved. Accessible for fire service during construction as a dry-standpipe 4th floor South of Fire Wall - Hydro approved. Rough approved with notes for confirmation at final: 428, 427 and 429 head spacing / 413 head in shower. 2nd & 3rd Floor - Corridor only Rough approved. *Other areas were inspected but required corrections or were not ready. OVERHEAD HYRO KHET 5/13/2020 5/13/2020 APPROVED PARTIAL SW Standpipe - Hydro tested and Rough approved. Accessible for fire service during construction as a dry-standpipe 4th floor South of Fire Wall - Hydro approved. Rough approved with notes for confirmation at final: 428, 427 and 429 head spacing / 413 head in shower. 2nd & 3rd Floor - Corridor only Rough approved. *Other areas were inspected but required corrections or were not ready. Printed: Thursday, January 12, 2023 2:41:18 PM 6 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 OVERHEAD ROUGH PIPING KHET 5/20/2020 5/20/2020 PARTIALLY APPROVED PARTIAL 4th Floor NE Guestrooms were inspected (Rough/Hydro). The 1" line was identified to be requiring additional strapping. Crew were working on it. 1st Floor steel main in Guest Room corridors was inspected for seismic restraint installation. 1 latitude/longitudinal brace requiring to be moved to within 2-feet of change of direction. 1 longitudinal brace identified as needing to be provided with a longer arm to avoid an observed pinch/pressure point on a pipe coupling. S Standpipe Riser - Finish 1st and 4th Floor strap and rod connections on seismic restraints. OVERHEAD HYRO KHET 5/20/2020 5/20/2020 PARTIALLY APPROVED PARTIAL 4th Floor NE Guestrooms were inspected (Rough/Hydro). OVERHEAD ROUGH PIPING KHET 6/10/2020 6/10/2020 APPROVED PARTIAL OH ROUGH: PORTE-COCHERE, LOBBY, & 1ST FLOOR CORRIDORS OVERHEAD HYRO KHET 6/10/2020 6/10/2020 APPROVED PARTIAL HYDRO: PORTE-COCHERE & LOBBY OVERHEAD HYRO KHET 6/30/2020 6/30/2020 DISAPPROVE D PARTIAL - 3RD FLOOR UNABLE TO PROCESS - Failed inspection. Multiple major leaks observed. 3rd Floor (All Overhead Areas) CPVC. The attempted Overhead Rough & Hydrostatic inspection/test for the 3rd floor was unsuccessful. The following corrections are required. Retest has been scheduled for 7/1/2020 @ 1300 hours. 1) System area being inspected shall maintain a minimum 200 psi for a duration of 2-hours. Address all leaks. 2) Backing nuts shall be installed on all Printed: Thursday, January 12, 2023 2:41:18 PM 7 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 OVERHEAD ROUGH PIPING KHET 6/30/2020 6/30/2020 DISAPPROVE D PARTIAL - 3RD FLOOR sprinkler pipe bracing installed in TJI trusses. - Units 301, 302, 322, 330 and 331 were primarily identified. 3) Several Tolco Fig 29 3/4" Offset hanger and restrainers did not have the hold tab adjusted appropriately. - Units 302, 312, 313 and 320 were primarily identified. 4) Add protection to new Level 3 IT Room. 5) Maximum of 8-feet a head spacing from a wall shall not be exceeded where designed to 16x16 spacing requirements. Units 309, 311, 313, 326 and 328 were primarily identified on the 3rd floor. 5)a) This correction needs to be reasonably addressed on the 4th floor as well, even though clearance to insulate and cover has been provided. 6) Loop hanger needs to be added to CPVC main in corridor in front of Unit 316. 7) SW Riser Seismic assemblies need to be checked for tightness. Observed loose fittings and odd angles that may be affecting support. OVERHEAD HYRO KHET 7/1/2020 7/1/2020 PARTIALLY APPROVED 3rd FLOOR - RETEST 7/1/2020 - SYSTEM MAINTAINED HYDRO PRESSURE AT 200 PSI. *UNABLE TO PROCESS CORRECTLY. OVERHEAD ROUGH PIPING KHET 7/1/2020 7/1/2020 PARTIALLY APPROVED 3RD FLOOR REINSPECTION 7/1/2020 - ITEMS WERE CORRECTED. 3RD FLOOR ROUGH CLEARANCE GRANTED. OVERHEAD HYRO KHET 7/15/2020 7/15/2020 DISAPPROVE D 1st FLOOR - REMAINDER OF 7/15/2020 - SEE ATTACHMENTS FOR REPORT Printed: Thursday, January 12, 2023 2:41:18 PM 8 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 OVERHEAD ROUGH PIPING KHET 7/15/2020 7/15/2020 DISAPPROVE D 1st FLOOR - REMAINDER OF 7/15/2020 - SEE ATTACHMENTS FOR REPORT OVERHEAD HYRO KHET 7/22/2020 7/22/2020 PARTIALLY APPROVED 1ST FLR GUEST ROOMS - PARTIAL 7/22/2020 - 1ST FLOOR GUESTROOMS ONLY OVERHEAD ROUGH PIPING KHET 7/22/2020 7/22/2020 PARTIALLY APPROVED 1ST FLOOR GUEST ROOMS - PARTIAL 7/22/2020 - 1ST FLOOR GUESTROOMS ONLY OVERHEAD ROUGH PIPING KHET 8/5/2020 8/5/2020 PARTIALLY APPROVED PARTIAL - STAIRWELLS 8/5/2020 - PARIALLY APPROVED OVERHEAD HYRO KHET 9/2/2020 9/2/2020 APPROVED PARTIAL - SEE NOTES PARTIAL OH HYDROS - FIRST FLOOR SERVICE AREAS AND OFFICES. AND NW RISER OVERHEAD ROUGH PIPING KHET 9/2/2020 9/2/2020 APPROVED PARTIAL - SEE NOTES PARTIAL OH ROUGHS - FIRST FLOOR SERVICE AREAS AND OFFICES. AND NW RISER OVERHEAD HYRO KHET 9/10/2020 9/10/2020 PARTIALLY APPROVED Partial - All 1st Level This was for the 200 psi hold of all 1st floor piping now completed. OVERHEAD ROUGH PIPING KHET 9/10/2020 9/10/2020 PARTIALLY APPROVED Partial - Elev Lobby/Foyer Partial - Connection of 3-inch main to 2 inch CPVC serving the main Lobby and Foyer. Added 3 heads for appropriate spacing at Elevator lobby and Meeting Room Access. *Flex drops serving T-bar in Laundry Room/BOH are pending calcs. FIRE INSPECTOR KHET 10/8/2020 10/8/2020 DISAPPROVE D 4TH/3RD - FINISH TRIM (PARTIAL) SEE ATTACHED PLAN NOTES FOR CORRECTION ITEMS. *THIS WAS AN ATTEMPT TO GET CLEARANCE TO ALLOW FURNISHINGS TO BE BROUGHT IN TO LEVELS 3 AND 4 ONLY. FIRE INSPECTOR KHET 10/14/2020 10/14/2020 APPROVED 4TH/3RD - FINISH TRIM (PARTIAL) All 10/8 inspection corrections have been addressed. Fire Clearance to begin installation of fixtures and furniture for the 4th and 3rd Floors is granted, pending approval of the Building Department. Printed: Thursday, January 12, 2023 2:41:18 PM 9 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 FIRE INSPECTOR KHET 10/21/2020 10/21/2020 DISAPPROVE D 2ND FLR FINISH TRIM Several noted heads covered with paint/mudding. Corridor and Linen room need fire caulking completed. FIRE INSPECTOR KHET 10/28/2020 10/28/2020 DISAPPROVE D 1ST FLOOR TRIM (1) SOME AREAS/PENETRATIONS REQUIRE CAULKING. (2) MISSING TRIM OBSERVED (3) POOL ACCESS - PATIO COVERED AREA REQUIRES FIRE SPRINKLER COVERAGE. (4) OBSTRUCTIONS OBSERVED. SOME HEADS NEED TO BE RELOCATED WITH AN EMPHASIS FOR COVERAGE OF THE KITCHEN AND COOKTOP. FIRE INSPECTOR KHET 11/10/2020 11/10/2020 PARTIALLY APPROVED 2ND/1ST TRIM & TOWERS MAJORITY OF ITEMS CORRECTED. TRIM IN 3+ ROOMS AS AFFECTED BY MOVING HEADS. 2 TOWERS HAD LOW TEMPS. FLUSH KHET 11/17/2020 11/17/2020 APPROVED STANDPIPE FLOW TEST OBSERVED A PUMPER PRESSURE OF 170 PSI RESIDUAL AT FDC TO MEET THE REQUIREMENTS OF NFPA 14 FLOW TEST. MAIN DRAIN - INSPECTORS TEST KHET 11/24/2020 11/24/2020 APPROVED W/EXCEPTIO N 86 PSI STATIC @ BOR OBSERVED (89 MINIMUM REQUIRED PER 90% CALCS - CHECKING WITH CVWD ON PRESSURE ZONE IN COMPLIANCE WITH 11/2018 MODELING) 75 RESIDUAL @ 1ST FLOOR BOR 64 RES @ 2ND FLOOR CONTROL VALVE (CHECK GAUGE CALIBRATION) 65 RES @ 3RD FLOOR CONTROL VALVE 58 RES @ 4TH FLOOR CONTROL VALVE FIRE FINAL**KHET 11/30/2020 11/30/2020 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Thursday, January 12, 2023 2:41:18 PM 10 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 9/10/2019 9/11/2019 9/10/2019 COMPLETE ADJUSTED FEES TO MATCH FEE SCHEDULE AND APPLICATION AMOUNT. The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and the following corrections are required: 1. Working plans shall include the following missing or incomplete items (NFPA 13: 23.1.3): a. (4) Full Height Cross Section or Schematic Diagram, including … method of protection for nonmetallic piping. b. (5) & (6) Location [identification] of [fire rated] partitions and fire walls. c. (7) Occupancy classification of each area or room d. (8) Location and size of concealed spaces, closets, attics and bathrooms e. (9) Any small enclosures in which no sprinklers are to be installed (see NFPA 13: 8.12.1.2) f. (10) Size of city main in street and whether dead end or circulating… and city main test results and system elevation to test hydrant. g. (28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade. h. (31) For hydraulically designed systems, the information on the hydraulic data nameplate. (See NFPA 13: 25.5.2 as amended by CFC Chapter 80. This should be a mock-up of the hydraulic calc plate with completed information for each of the hydraulically calculated areas.) i. (41) Information about listed backflow preventers (manufacturer, size, type). Printed: Thursday, January 12, 2023 2:41:18 PM 11 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 1ST FIRE (2 WK)KOHL HETRICK 9/10/2019 9/24/2019 9/23/2019 REVISIONS REQUIRED See Attachments j. (43) … Static and residual hydrants that were used in flow tests shall be shown. k. (44) Size, location and piping arrangement of fire department connections. 2. Hydraulic calculations shall not exceed 90% of the available water supply as identified by CVWD on 11/8/2018. (Static – 103.39 / Residual – 89.81 / Flow – 2,600 gpm). Plans and calculation documents shall utilize this report for water supply for reference, or a more current dated report. 3. The hydraulic design for the 4th floor identifies as “Residential”. See NFPA 13 Section 11.2.3.1 and choose one of the 3 options for design. This whole structure was conditioned in compliance with CBC to be provided with NFPA 13 fire sprinkler system design. NFPA 13R design is not applicable. 4. Unless NFPA 13 Section 11.2.3.2.3.1 (as amended by CFC Chapter 80) is able to be provided for, hydraulically calculated systems utilizing density/area shall comply with Figure 11.2.3.1.1. 5. The Hydraulic Reports provided shall have a Summary Sheet that complies and is consistent with NFPA 13 Section 23.3.5.2. The should also include other referenced documents identified in Section 23.3.5.1.1. 6. Provide a fire sprinkler riser assembly detail and include through all levels of the structure. (Only the riser detail for the interior hose valves / standpipes in one of the stairwells was provided). 7. The scope of work needs to clearly identify the inclusion of the design and installation to include Standpipe and Hose Systems (NFPA 14) 8. Confirm the appropriate material to be used for the Standpipe Riser assembly per NFPA 14 Table 4.2.1 and Table 4.3.1. a. Identify if combo-riser assembly is exposed or Printed: Thursday, January 12, 2023 2:41:18 PM 12 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 located interior of a concealed space. If concealed, provide details of the wall hose-valve access/assembly. b. Identify the Class of standpipe/hose-valve proposed. 9. Clearly identify compliance with NFPA 13 Section 8.2.4.1 10. Provide detail of the required clearances around all piping in compliance with NFPA 13 Section 9.3.4. 11. Identify the seismic separation assemblies in compliance with NFPA 13 Section 9.3.3 at the location of the 2-hour fire rated wall assembly extending through all floors. 12. Printed plans that were provided did not adequately produce the appropriate fire sprinkler head layers and the specific sprinkler icon for one or more types is not visible. 13. Plan sheet 5 is causing confusion as it displays the first level piping detail but addresses it for the hydraulic nodes affecting the 4th story. There is an underlay of the mains serving the first story system that would be better served to be removed. 14. Identify sprinkler protection in the enclosed towers or support their exclusion. 15. CA Fire Code Section 3313.1 requires that standpipes be provided for use during construction and be installed prior to construction exceeding 40 feet in height. The underside of the 4th level roof deck is showing at 41-feet. Identify a plan of action to provide this service at the appropriate interval prior to the 4th story rough framing beginning, including a preplan meeting with the local responding fire station crews. These standpipes may be temporary at each of the stairway locations and be manual dry with an FDC at the ground-floor level access base of riser. The plan set shall Printed: Thursday, January 12, 2023 2:41:18 PM 13 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 include these details of temporary standpipe installations. 2ND FIRE (1 WK)KOHL HETRICK 10/23/2019 10/30/2019 11/5/2019 REVISIONS REQUIRED SEE ATTACHMENTS 3RD FIRE (1 WK)KOHL HETRICK 11/21/2019 12/2/2019 12/2/2019 APPROVED SEE ATTACHMENTS 1ST FIRE (2 WK)KOHL HETRICK 6/16/2020 6/30/2020 6/22/2020 REVISIONS REQUIRED REVISION 1 REVISION-1 - CORRECTIONS REQUIRED: 1) Sheet 2 - Identify the SB-2 Longitudinal Brace in the corridor nearest rooms 117/119 due to exceeding the calculated 60-feet maximum spacing. 2) Sheet 2 - Identify the sprinkler protection appropriately added behind the fire place in the LIVING area as observed appropriately during inspection. 2)a) Remote Area 1 Hydraulic Information is identified as "LOUNGE" in the calculations package. 2)b) Remote Area 2 Hydraulic Information is identified as "PORTECOCHERE" in the calculations package. 3) Correctly identify the location of stairway risers, standpipes, hose valves and main/aux/test drain assemblies on all sheets. 4) Sheet 4 - The corridor main running along the East side of the South corridor in front of rooms 319, 321, 323 & 325 was not provided with pipe dimension size information. 5) See Sheet 5 for note referencing 2 sections of piping believed to have been 1-1/4" pipe instead of the nominal 1" shown as observed during inspections. Printed: Thursday, January 12, 2023 2:41:18 PM 14 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/5/2022 JULIA AGGREH Adapter Styles 741 and 743 Specs_1st.pdf Adapter Styles 741 and 743 Specs_1st.pdf 0 DOC 1/5/2022 JULIA AGGREH Angel Hose Valves Specs.pdf Angel Hose Valves Specs.pdf 0 BOND INFORMATION 6) Reference NFPA 13 Section 22.15.2.2.1 Gravity Waste or Linen Chutes - for requirements of automatic fire sprinkler protection. (NFPA 82 6.2.2.6.1 compliance of lined low-duty refractory brick OR castable refractories around the metal chutes could exclude fire sprinkler protection - identify if compliant). 7) Remote Area 3 Hydraulic information on Sheet 5 - 7)a) Calculation package identifies this as "Guest Room - 4th Floor". 7)b) Correct the referenced section - Shows NFPA 13.2.3.1.1(3). *If 11.2.3.1.1(3) Special Design Areas - in accordance with 11.2.3.4; explain how 11.2.3.4 is applicable. 8) Identify the supply points, piping and protection of the multiple roof-level tower locations. 9) The Hydraulic Calculations package that was provided, appears to be missing 3rd Floor "1 BED ACC" information. 2ND FIRE (1 WK)KOHL HETRICK 8/13/2020 8/20/2020 8/24/2020 APPROVED REVISION 2/3 REFLECTING AS-BUILT CONDITIONS UNABLE TO UPLOAD STAMPED APPROVED DOCUMENTS. WILL ATTEMPT AFTER TRAKIT UPDATE. SENDING IN EMAIL FOR NOW. Printed: Thursday, January 12, 2023 2:41:18 PM 15 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/5/2022 JULIA AGGREH Check Valves_Seris 717 and 717H Specs.pdf Check Valves_Seris 717 and 717H Specs.pdf 0 DOC 1/5/2022 JULIA AGGREH Domestic Water System Flow Analysis.pdf Domestic Water System Flow Analysis.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire lock Zone Control Riser Module Series 747M.pdf Fire lock Zone Control Riserm Module Series 747M.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire Review Application Approved 12 12 2019.pdf Fire Review Application Approved 12 12 2019.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire Review Application Paid 9 10 2019.pdf Fire Review Application Paid 9 10 2019.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire Sprinkler System Plan Review 9 23 2019_with responses to corrections.pdf Fire Sprinkler System Plan Review 9 23 2019_with responses to corrections.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire Sprinkler System Plan Review 11 5 2019 _with responses to corrections 3rd.pdf Fire Sprinkler System Plan Review 11 5 2019 _with responses to corrections 3rd.pdf 0 DOC 1/5/2022 JULIA AGGREH Fire Sprinkler System Plan Review 12 2 2019.pdf Fire Sprinkler System Plan Review 12 2 2019.pdf 0 DOC 1/5/2022 JULIA AGGREH Hydraulic Calcuations_3rd.pdf Hydraulic Calcuations_3rd.pdf 0 DOC 1/5/2022 JULIA AGGREH Hydraulic Design Information_with Plan FSS2019-0118 3rd.pdf Hydraulic Design Information_with Plan FSS2019-0118 3rd.pdf 0 DOC 1/5/2022 JULIA AGGREH Pipe Clams Spec 1st.pdf Pipe Clams Spec 1st.pdf 0 DOC 1/5/2022 JULIA AGGREH Seismic Bracings_ Specs.pdf Seismic Bracings_ Specs.pdf 0 Printed: Thursday, January 12, 2023 2:41:18 PM 16 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/5/2022 JULIA AGGREH Sprinkler_Blaze Master CPVC Fire Sprinkler Spec.pdf Sprinkler_Blaze Master CPVC Fire Sprinkler Spec.pdf 0 DOC 1/5/2022 JULIA AGGREH Sprinkler_Rapid Response series LFII Res 4.9 K Factor Spec.pdf Sprinkler_Rapid Response series LFII Res 4.9 K Factor Spec.pdf 0 DOC 1/5/2022 JULIA AGGREH Sprinkler_TY-FRB 5.6 Factor Spec.pdf Sprinkler_TY-FRB 5.6 Factor Spec.pdf 0 DOC 1/5/2022 JULIA AGGREH Valve_ Model BFV-N Burrefly Valve Grooved End Spec.pdf Valve_ Model BFV-N Burrefly Valve Grooved End Spec.pdf 0 DOC 1/5/2022 JULIA AGGREH VSR_Vane Type Waterflow Alarm Switch with Retard Spec.pdf VSR_Vane Type Waterflow Alarm Switch with Retard Spec.pdf 0 DOC 9/23/2019 KOHL HETRICK FSS2019-0118 - RESIDENCE INN - 1ST SUBM - CORRECTIONS.docx FSS2019-0118 - RESIDENCE INN - 1ST SUBM - CORRECTIONS.docx 1 DOC 11/5/2019 KOHL HETRICK FSS2019-0118 - RESIDENCE INN - 2ND SUBM - CORRECTIONS.docx FSS2019-0118 - RESIDENCE INN - 2ND SUBM - CORRECTIONS.docx 1 DOC 12/2/2019 KOHL HETRICK FSS2019-0118 - RESIDENCE INN - COA LETTER FSS2019-0118 - RESIDENCE INN - APPROVED.pdf 1 DOC 6/16/2020 KOHL HETRICK REVISION 1 - CALCULATIONS.pdf REVISION 1 - CALCULATIONS.pdf 1 DOC 6/16/2020 KOHL HETRICK REVISION 1 - SPRINKLER PLANS.pdf REVISION 1 - SPRINKLER PLANS.pdf 1 DOC 6/22/2020 KOHL HETRICK FSS2019-0118 - REV 1 PLANS - CORRECTIONS REQUIRED.pdf FSS2019-0118 - REV 1 PLANS - CORRECTIONS REQUIRED.pdf 1 Printed: Thursday, January 12, 2023 2:41:18 PM 17 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/30/2020 KOHL HETRICK 6-30-20 INSP CORRECTIONS.pdf 6-30-20 INSP CORRECTIONS.pdf 1 DOC 7/15/2020 KOHL HETRICK FSS2019-0118 - 7-15- 2020 - INSP CORRECTIONS - FLAT.pdf FSS2019-0118 - 7-15- 2020 - CORRECTIONS - FLAT.pdf 1 DOC 8/13/2020 KOHL HETRICK Revision 3 - CALCS.pdf 3rd SUBMITTAL - CALCS.pdf 1 DOC 8/13/2020 KOHL HETRICK Revision 3 - PLANS.pdf 3rd SUBMITTAL - PLANS.pdf 1 DOC 8/27/2020 KOHL HETRICK FSS2019-0118 - REVISED CALCS - APPROVED.pdf FSS2019-0118 - REVISED CALCS - APPROVED.pdf 1 DOC 8/27/2020 KOHL HETRICK FSS2019-0118 - REVISED PLANS - APPROVED.pdf FSS2019-0118 - REVISED PLANS - APPROVED.pdf 1 DOC 10/8/2020 KOHL HETRICK 10-8 INSP NOTES - PLANS.pdf 10-8 INSP NOTES - PLANS.pdf 1 DOC 10/21/2020 KOHL HETRICK 10-21 INSP NOTES - PLANS.pdf 10-21 INSP NOTES - PLANS.pdf 1 DOC 11/12/2020 KOHL HETRICK 11-10 INSP NOTES - PLANS.pdf 11-10 INSP NOTES - PLANS.pdf 1 Printed: Thursday, January 12, 2023 2:41:18 PM 18 of 18 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0118 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta (As built Calculation Date: 8/13/2020 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 1441ft²) Coverage per Sprinkler: 203ft² Type of sprinklers calculated: 13 LOUNGE 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 115250.00 (including Hose Streams where applicable):Total Water Required 85.654@557.88From Water Supply at Node 115:(Safety Margin = 12.224 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:21:31AM1 Hydraulic Graph Water Supply Node: 115 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:21:33AM Hydraulic Graph Gauge 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:21:33AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (1) Job Number: 1007 Sprinkler 1104 20.25 20.25 5.6 13.076 Sprinkler 1105 20.26 20.25 5.6 13.083 Sprinkler 1106 21.09 20.25 5.6 14.179 Sprinkler 1107 21.40 20.25 5.6 14.607 Sprinkler 1108 21.43 20.25 5.6 14.639 Sprinkler 1109 24.12 20.25 5.6 18.555 Sprinkler 1110 24.28 20.25 5.6 18.795 Sprinkler 1111 24.40 20.25 5.6 18.991 Sprinkler 1112 24.61 20.25 5.6 19.315 Sprinkler 1113 25.58 20.25 5.6 20.861 Sprinkler 1114 26.07 20.25 5.6 21.669 Sprinkler 1115 26.54 20.25 5.6 22.458 Sprinkler 1116 27.86 20.25 5.6 24.746 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:21:35AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.000115 85.654557.882500.00 97.87899.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -4'-6 307.8885.654Supply115 20'-6½20.2513.076Sprinkler1104 8'-5½20.2613.083Sprinkler1105 20'-6½21.0914.179Sprinkler1106 20'-6 21.4014.607Sprinkler1107 8'-5½21.4314.639Sprinkler1108 14'-6½24.1218.555Sprinkler1109 14'-6½24.2818.795Sprinkler1110 14'-6½24.4018.991Sprinkler1111 12'-4½24.6119.315Sprinkler1112 14'-5½25.5820.861Sprinkler1113 0'-0 26.0721.669Sprinkler1114 0'-0 26.5422.458Sprinkler1115 14'-7 27.8624.746Sprinkler1116 21'-0 15.196101 10'-6 21.822103 10'-6 33.539106 10'-6 49.451107 11'-0 66.162108 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:21:38AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 11'-0 66.916109 11'-0 68.124110 11'-0 69.266111 3'-6 80.456112 1'-0 82.239113 -4'-6 84.659114 8'-11 15.615116 15'-0 27.363117 15'-0 30.423118 21'-0 15.197119 21'-0 16.436120 9'-6 32.827121 15'-0 19.606122 15'-0 20.074123 15'-0 19.322124 15'-0 20.108125 15'-0 21.227126 15'-0 19.554127 15'-0 25.503128 10'-6 67.902129 10'-6 67.921130 10'-6 67.973131 10'-6 67.915132 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:21:38AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-6 67.948133 10'-6 68.072134 15'-0 20.674138 15'-0 20.872139 15'-0 21.319140 15'-0 25.951141 11'-0 61.669142 11'-0 67.484143 11'-0 68.748144 10'-6 68.953145 10'-6 67.911146 10'-6 67.914147 10'-6 67.152148 10'-6 68.299149 10'-6 68.332150 10'-6 67.913151 10'-6 69.471152 10'-6 66.406153 10'-6 67.912154 10'-6 68.126155 10'-6 67.912160 15'-0 19.606488 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:21:38AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 19'-0 21'-0 33'-3½ -0.199 2.319 20'-6½14'-3½1104 101 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 13.07620.25 0.069623 Sprinkler, 20.25 5.6 2E(7'-0), T(5'-0) 150 15'-0 10'-6 31'-6 4.552 2.074 21'-0 16'-6101 103 1 (See Notes) 1.1010 15.196 0.06581419.64 2E(7'-0), Tr(1'-0) 150 6'-0 10'-6 16'-0 11.717 10'-6 10'-0103 106 1 (See Notes) 1.1010 21.82226.07 + 26.54 0.732337 Flow (q) from Route 11 and 12 72.25 Tr(1'-0), C(5'-0) 150 13'-0 10'-6 56'-1½15.912 10'-6 43'-1½106 107 1½(See Notes) 1.5980 33.53943.10 0.283565 Flow (q) from Route 3 115.35 5Tr(1'-0), T(8'-0) 150 20'-0 11'-0 21'-5 -0.217 12.435 10'-6 1'-5107 142 2 (See Notes) 2.0030 49.451192.53 0.580336 Flow (q) from Route 2 307.88 2T(10'-0) 150 18'-10 11'-0 54'-11 4.493 11'-0 36'-1142 108 3 (See Notes) 3.2600 61.669 0.081805307.88 2E(9'-5) 120 11'-0 9'-6½0.755 11'-0 9'-6½108 109 3 3.2600 66.162 0.079177302.49 120 11'-0 7'-4½0.568 11'-0 7'-4½109 143 3 3.2600 66.916 0.077072298.12 120 11'-0 8'-7 0.640 11'-0 8'-7143 110 3 3.2600 67.484 0.074510292.72 120 11'-0 8'-2 0.625 11'-0 8'-2110 144 3 3.2600 68.1244.38 0.076587 Flow (q) from Route 18 297.10 120 11'-0 6'-6½0.518 11'-0 6'-6½144 111 3 3.2600 68.7485.40 0.079181 Flow (q) from Route 14 302.50 120 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 73'-6½ 3'-6 97'-0 3.254 7.935 11'-0 23'-5½111 112 3 (See Notes) 3.2600 69.2665.38 0.081805 Flow (q) from Route 23 307.88 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 28'-11½ 1'-0 31'-5½ 1.084 0.699 3'-6 2'-6112 113 4 (See Notes) 4.2600 80.456 0.022229307.88 CV(28'-11½), Gauge 1 120 18'-0 -4'-6 36'-8½ 2.382 0.038 1'-0 18'-8½113 114 8 (See Notes) 7.9810 82.239 0.001045307.88 E(18'-0) 120 48'-0½ -4'-6 508'-6 0.994 -4'-6 460'-5½114 115 8 (See Notes) 6.4470 84.659 0.001956307.88 2EE(4'-9½), 4E(9'-7½), S 150 115 250.00 Hose Allowance At Source 557.88 Route 1Total(Pt) 85.654 22'-0 8'-11 39'-2½ -0.199 2.731 8'-5½17'-2½1105 116 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 13.08320.26 0.069657 Sprinkler, 20.26 5.6 3E(7'-0), Tr(1'-0) 150 12'-0 15'-0 29'-10 -2.637 7.894 8'-11 17'-10116 139 1 (See Notes) 1.1010 15.61521.43 0.264700 Flow (q) from Route 5 41.68 E(7'-0), T(5'-0) 150 1'-0 15'-0 4'-4½0.447 15'-0 3'-4½139 140 1½(See Notes) 1.5980 20.87224.61 0.101778 Flow (q) from Route 9 66.29 Tr(1'-0) 150 1'-0 15'-0 16'-6 4.632 15'-0 15'-6140 141 1½(See Notes) 1.5980 21.31948.39 0.280575 Flow (q) from Route 6 114.69 Tr(1'-0) 150 2'-0 15'-0 10'-1½1.412 15'-0 8'-1½141 117 2 (See Notes) 2.0030 25.95127.86 0.139633 Flow (q) from Route 13 142.54 Tr(2'-0) 150 11'-0 15'-0 12'-7 3.059 15'-0 1'-7117 118 2 (See Notes) 2.0030 27.36349.99 0.243505 Flow (q) from Route 7 192.53 E(11'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 17'-0 10'-6 23'-4 1.951 17.077 15'-0 6'-4118 107 1½(See Notes) 1.5980 30.423 0.731604192.53 E(9'-0), T(8'-0) 150 49.451 Total(Pt)Route 2 12'-0 21'-0 16'-2½ -0.199 1.217 20'-6½4'-2½1106 119 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 14.17921.09 0.075037 Sprinkler, 21.09 5.6 E(7'-0), T(5'-0) 150 5'-0 21'-0 15'-8 1.239 21'-0 10'-8119 120 1 (See Notes) 1.1010 15.1970.61 0.079078 Flow (q) from Route 17 21.69 T(5'-0) 150 13'-0 9'-6 40'-6 4.986 11.406 21'-0 27'-6120 121 1 (See Notes) 1.1010 16.43621.40 0.281561 Flow (q) from Route 4 43.10 E(7'-0), Tr(1'-0), T(5'-0) 150 10'-0 10'-6 24'-11½ -0.434 1.145 9'-6 14'-11½121 106 1½(See Notes) 1.5980 32.827 0.04588443.10 E(9'-0), Tr(1'-0) 150 33.539 Total(Pt)Route 3 19'-0 21'-0 26'-7½ -0.226 2.054 20'-6 7'-7½1107 120 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 14.60721.40 0.077133 Sprinkler, 21.40 5.6 2E(7'-0), T(5'-0) 150 16.436 Total(Pt)Route 4 12'-0 8'-11 15'-2½ -0.199 1.175 8'-5½3'-2½1108 116 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 14.63921.43 0.077286 Sprinkler, 21.43 5.6 E(7'-0), T(5'-0) 150 15.615 Total(Pt)Route 5 10'-0 15'-0 13'-0 -0.199 1.250 14'-6½3'-01109 122 1 • • • • • Route 6 • • • • •(See Notes) 1.1010 18.55524.12 0.096237 Sprinkler, 24.12 5.6 2T(5'-0) 150 2'-0 15'-0 15'-5½0.467 15'-0 13'-5½122 123 1¼(See Notes) 1.3940 19.606 0.03019123.99 cplg(1'-0), Tr(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-0 15'-0 11'-3 1.245 15'-0 5'-3123 140 1¼(See Notes) 1.3940 20.07424.40 0.110581 Flow (q) from Route 8 48.39 T(6'-0) 150 21.319 Total(Pt)Route 6 7'-0 15'-0 7'-5½ -0.199 0.726 14'-6½0'-5½1110 124 1 • • • • • Route 7 • • • • •(See Notes) 1.1010 18.79524.28 0.097386 Sprinkler, 24.28 5.6 E(7'-0) 150 6'-0 15'-0 9'-2½0.284 15'-0 3'-2½124 488 1¼(See Notes) 1.3940 19.322 0.03086324.28 T(6'-0) 150 8'-0 15'-0 16'-1 0.502 15'-0 8'-1488 125 1¼(See Notes) 1.3940 19.6060.13 0.031175 Flow (q) from Route 16 24.41 E(8'-0) 150 1'-0 15'-0 11'-4½1.119 15'-0 10'-4½125 126 1 (See Notes) 1.1010 20.108 0.09836924.41 Tr(1'-0) 150 5'-0 15'-0 16'-7 6.136 15'-0 11'-7126 117 1 (See Notes) 1.1010 21.22725.58 0.370469 Flow (q) from Route 10 49.99 T(5'-0) 150 27.363 Total(Pt)Route 7 10'-0 15'-0 13'-0½ -0.199 1.281 14'-6½3'-0½1111 123 1 • • • • • Route 8 • • • • •(See Notes) 1.1010 18.99124.40 0.098327 Sprinkler, 24.40 5.6 2T(5'-0) 150 20.074 Total(Pt)Route 8 6'-0 15'-0 13'-9½ -1.138 1.378 12'-4½7'-9½1112 127 1 • • • • • Route 9 • • • • •(See Notes) 1.1010 19.31524.61 0.099875 Sprinkler, 24.61 5.6 T(5'-0), cplg(1'-0) 150 5'-0 15'-0 5'-10½1.120 15'-0 0'-10½127 138 1 (See Notes) 1.0490 19.554 0.19101524.61 PO(5'-0) 120 15'-0 8'-4 0.198 15'-0 8'-4138 139 1½ 1.6100 20.674 0.02371424.61 120 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 20.872 Total(Pt)Route 9 5'-0 15'-0 5'-6 -0.226 0.592 14'-5½0'-61113 126 1 • • • • • Route 10 • • • • •(See Notes) 1.1010 20.86125.58 0.107249 Sprinkler, 25.58 5.6 T(5'-0) 150 21.227 Total(Pt)Route 10 19'-0 10'-6 42'-4½ -4.552 4.705 0'-0 23'-4½1114 103 1 • • • • • Route 11 • • • • •(See Notes) 1.1010 21.66926.07 0.111086 Sprinkler, 26.07 5.6 2E(7'-0), C(5'-0) 150 21.822 Total(Pt)Route 11 19'-0 10'-6 34'-1 -4.552 3.916 0'-0 15'-11115 103 1 • • • • • Route 12 • • • • •(See Notes) 1.1010 22.45826.54 0.114823 Sprinkler, 26.54 5.6 2E(7'-0), C(5'-0) 150 21.822 Total(Pt)Route 12 7'-0 15'-0 7'-4½ -0.172 0.929 14'-7 0'-51116 128 1 • • • • • Route 13 • • • • •(See Notes) 1.1010 24.74627.86 0.125603 Sprinkler, 27.86 5.6 E(7'-0) 150 6'-0 15'-0 11'-3 0.448 15'-0 5'-3128 141 1¼(See Notes) 1.3940 25.503 0.03980627.86 T(6'-0) 150 25.951 Total(Pt)Route 13 3'-0 10'-6 21'-10½0.019 10'-6 18'-10½129 130 1¼• • • • • Route 14 • • • • •(See Notes) 1.3940 67.9025.40 0.000887 Tr(1'-0), Flow (q) from Route 19 3.56 2Tr(1'-0) 150 11'-0 10'-6 27'-3 0.052 10'-6 16'-3130 131 1¼(See Notes) 1.3940 67.9211.83 0.001912 Flow (q) from Route 15 5.40 3Tr(1'-0), E(8'-0) 150 25'-0 10'-6 162'-5 0.980 10'-6 137'-5131 145 1 (See Notes) 1.1010 67.973 0.0060325.40 2E(7'-0), 11Tr(1'-0) 150 6'-0 11'-0 6'-6 -0.217 0.012 10'-6 0'-6145 144 1¼(See Notes) 1.3940 68.953 0.0019125.40 PO(6'-0) 150 68.748 Total(Pt)Route 14 © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 19'-0 10'-6 35'-1½0.009 10'-6 16'-1½129 146 1¼• • • • • Route 15 • • • • •(See Notes) 1.3940 67.9025.40 0.000259 T(6'-0), Flow (q) from Route 19 1.83 cplg(1'-0), T(6'-0), C(6'-0) 150 3'-0 10'-6 19'-6½0.003 10'-6 16'-6½146 147 1¼(See Notes) 1.3940 67.911 0.0001481.36 3Tr(1'-0) 150 6'-0 10'-6 8'-4½0.002 10'-6 2'-4½147 132 1¼(See Notes) 1.3940 67.9140.24 0.000200 Flow (q) from Route 20 1.60 T(6'-0) 150 6'-0 10'-6 22'-1½0.006 10'-6 16'-1½132 130 1¼(See Notes) 1.3940 67.9150.24 0.000259 Flow (q) from Route 21 1.83 T(6'-0) 150 67.921 Total(Pt)Route 15 9'-0 15'-0 27'-9 0.000 15'-0 18'-9122 488 1¼• • • • • Route 16 • • • • •(See Notes) 1.3940 19.60623.99 0.000002 Flow (q) from Route 6 0.13 E(8'-0), Tr(1'-0) 150 19.606 Total(Pt)Route 16 6'-0 21'-0 9'-3½0.001 21'-0 3'-3½101 119 1 • • • • • Route 17 • • • • •(See Notes) 1.1010 15.196 0.000106 T(5'-0) 0.61 Tr(1'-0) 150 15.197 Total(Pt)Route 17 14'-0 10'-6 14'-6 0.217 0.019 11'-0 0'-6109 148 1¼• • • • • Route 18 • • • • •(See Notes) 1.3940 66.916 0.001295 PO(6'-0) 4.37 E(8'-0) 150 36'-0 10'-6 194'-10 0.796 10'-6 158'-10148 133 1 (See Notes) 1.1010 67.152 0.0040884.37 17Tr(1'-0), 2E(7'-0), T(5'-0) 150 7'-0 10'-6 21'-7½0.124 10'-6 14'-7½133 134 1¼(See Notes) 1.3940 67.9485.39 0.005719 Flow (q) from Route 22 9.76 Tr(1'-0), T(6'-0) 150 18'-0 10'-6 174'-5 0.227 10'-6 156'-5134 149 1¼(See Notes) 1.3940 68.072 0.0013004.38 18Tr(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 13AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-6 8'-1 0.033 10'-6 1'-1149 150 1 (See Notes) 1.1010 68.299 0.0041024.38 E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.008 10'-6 0'-6150 110 1¼(See Notes) 1.3940 68.332 0.0013004.38 PO(6'-0) 150 68.124 Total(Pt)Route 18 19'-0 10'-6 105'-0½ 0.217 0.201 11'-0 86'-0½143 129 1¼• • • • • Route 19 • • • • •(See Notes) 1.3940 67.484 0.001912 PO(6'-0) 5.40 E(3'-0), 9Tr(1'-0), cplg(1'-0) 150 67.902 Total(Pt)Route 19 8'-0 10'-6 44'-8 0.001 10'-6 36'-8151 147 1 • • • • • Route 20 • • • • •(See Notes) 1.1010 67.9130.48 0.000019 Flow (q) from Route 25 0.24 3Tr(1'-0), T(5'-0) 150 67.914 Total(Pt)Route 20 35'-0 10'-6 134'-3 0.003 10'-6 99'-3151 132 1 • • • • • Route 21 • • • • •(See Notes) 1.1010 67.9130.48 0.000019 Flow (q) from Route 25 0.24 9Tr(1'-0), 3E(7'-0), T(5'-0) 150 67.915 Total(Pt)Route 21 7'-0 10'-6 19'-1½0.036 10'-6 12'-1½160 133 1¼• • • • • Route 22 • • • • •(See Notes) 1.3940 67.9125.39 0.001904 Flow (q) from Route 24 5.39 Tr(1'-0), T(6'-0) 150 67.948 Total(Pt)Route 22 6'-0 11'-0 6'-6 -0.217 0.012 10'-6 0'-6152 111 1¼• • • • • Route 23 • • • • •(See Notes) 1.3940 69.4715.38 0.001898 Flow (q) from Route 27 5.38 PO(6'-0) 150 69.266 Total(Pt)Route 23 14'-0 10'-6 14'-6 0.217 0.028 11'-0 0'-6108 153 1¼• • • • • Route 24 • • • • •(See Notes) 1.3940 66.162 0.001904 PO(6'-0) 5.39 E(8'-0) 150 47'-0 10'-6 250'-7½1.506 10'-6 203'-7½153 160 1 (See Notes) 1.1010 66.406 0.0060085.39 21Tr(1'-0), 3E(7'-0), C(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 14AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 67.912 Total(Pt)Route 24 32'-0 10'-6 133'-7½0.002 10'-6 101'-7½146 154 1 • • • • • Route 25 • • • • •(See Notes) 1.1010 67.9111.36 0.000011 Flow (q) from Route 15 0.18 8Tr(1'-0), 2E(7'-0), 2T(5'-0) 150 7'-0 10'-6 23'-6½0.001 10'-6 16'-6½154 151 1¼(See Notes) 1.3940 67.9120.30 0.000022 Flow (q) from Route 26 0.48 Tr(1'-0), T(6'-0) 150 67.913 Total(Pt)Route 25 18'-0 10'-6 54'-8 0.002 10'-6 36'-8146 154 1 • • • • • Route 26 • • • • •(See Notes) 1.1010 67.911 0.000028 T(5'-0), C(5'-0) 0.30 3Tr(1'-0), T(5'-0) 150 67.912 Total(Pt)Route 26 32'-0 10'-6 224'-6½1.345 10'-6 192'-6½155 152 1 • • • • • Route 27 • • • • •(See Notes) 1.1010 68.1265.38 0.005990 Flow (q) from Route 28 5.38 2E(7'-0), 18Tr(1'-0) 150 69.471 Total(Pt)Route 27 8'-0 10'-6 28'-3½0.054 10'-6 20'-3½134 155 1¼• • • • • Route 28 • • • • •(See Notes) 1.3940 68.0724.38 0.001898 Flow (q) from Route 18 5.38 2Tr(1'-0), T(6'-0) 150 68.126 Total(Pt)Route 28 © M.E.P.CAD, Inc.8/13/2020 Page 15AutoSPRINK 2019 v15.1.15.0 1:21:41AM1 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 16AutoSPRINK 2019 v15.1.15.0 1:21:40AM1 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta (As built Calculation Date: 8/13/2020 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 1174ft²) Coverage per Sprinkler: 182ft² Type of sprinklers calculated: 7 PORTECOCHERE 2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 115250.00 (including Hose Streams where applicable):Total Water Required 57.116@388.24From Water Supply at Node 115:(Safety Margin = 41.310 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:22:39AM2 Hydraulic Graph Water Supply Node: 115 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:22:41AM Hydraulic Graph Gauge 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:22:41AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (2) Job Number: 1007 Sprinkler 1117 18.20 18.20 5.6 10.563 Sprinkler 1118 18.51 18.20 5.6 10.929 Sprinkler 1119 18.66 18.20 5.6 11.099 Sprinkler 1120 19.00 18.20 5.6 11.511 Sprinkler 1121 20.34 18.20 5.6 13.193 Sprinkler 1122 20.70 18.20 5.6 13.661 Sprinkler 1123 22.83 18.20 5.6 16.621 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:22:43AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.000115 57.116388.242500.00 98.42699.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -4'-6 138.2457.116Supply115 14'-6½18.2010.563Sprinkler1117 14'-7½18.5110.929Sprinkler1118 14'-7½18.6611.099Sprinkler1119 14'-7½19.0011.511Sprinkler1120 14'-7 20.3413.193Sprinkler1121 14'-7½20.7013.661Sprinkler1122 14'-7½22.8316.621Sprinkler1123 10'-6 43.861107 11'-0 47.493108 11'-0 47.664109 11'-0 47.939110 11'-0 48.199111 3'-6 53.257112 1'-0 54.500113 -4'-6 56.890114 15'-0 31.001117 15'-0 32.658118 15'-0 27.898125 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:22:46AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-6 48.056129 10'-6 48.060130 10'-6 48.072131 10'-6 48.059132 10'-6 48.066133 10'-6 48.095134 15'-0 12.071135 15'-0 12.717136 15'-0 15.102137 15'-0 19.219138 15'-0 24.033139 15'-0 25.379140 15'-0 30.094141 11'-0 46.471142 11'-0 47.793143 11'-0 48.081144 10'-6 48.295145 10'-6 48.058146 10'-6 48.058147 10'-6 47.885148 10'-6 48.146149 10'-6 48.154150 10'-6 48.058151 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:22:46AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-6 48.413152 10'-6 47.716153 10'-6 48.058154 10'-6 48.107155 10'-6 48.058160 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:22:46AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 15'-0 15'-8 -0.203 1.712 14'-6½8'-81117 135 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 10.56318.20 0.109297 Sprinkler, 18.20 5.6 E(2'-0), PO(5'-0) 120 15'-0 13'-0 0.646 15'-0 13'-0135 136 1½ 1.6100 12.07118.51 0.049697 Flow (q) from Route 2 36.71 120 15'-0 13'-0 2.385 15'-0 13'-0136 137 1½ 1.6100 12.71718.66 + 19.00 0.183436 Flow (q) from Route 3 and 4 74.37 120 15'-0 9'-11½4.117 15'-0 9'-11½137 138 1½ 1.6100 15.10220.34 + 20.70 0.413563 Flow (q) from Route 5 and 6 115.41 120 15'-0 8'-4 4.814 15'-0 8'-4138 139 1½ 1.6100 19.21922.83 0.577522 Flow (q) from Route 7 138.24 120 15'-0 3'-4½1.345 15'-0 3'-4½139 140 1½ 1.5980 24.033 0.396376138.24 150 2'-0 15'-0 17'-6 4.716 15'-0 15'-6140 141 1½(See Notes) 1.5980 25.379 0.269300 Tr(1'-0) 112.17 Tr(1'-0) 150 2'-0 15'-0 10'-1½0.907 15'-0 8'-1½141 117 2 (See Notes) 2.0030 30.094 0.089633112.17 Tr(2'-0) 150 11'-0 15'-0 12'-7 1.657 15'-0 1'-7117 118 2 (See Notes) 2.0030 31.00126.07 0.131929 Flow (q) from Route 10 138.24 E(11'-0) 150 17'-0 10'-6 23'-4 1.951 9.252 15'-0 6'-4118 107 1½(See Notes) 1.5980 32.658 0.396376138.24 E(9'-0), T(8'-0) 150 20'-0 11'-0 21'-5 -0.217 2.827 10'-6 1'-5107 142 2 (See Notes) 2.0030 43.861 0.131929138.24 2T(10'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 18'-10 11'-0 54'-11 1.021 11'-0 36'-1142 108 3 (See Notes) 3.2600 46.471 0.018597138.24 2E(9'-5) 120 11'-0 9'-6½0.172 11'-0 9'-6½108 109 3 3.2600 47.493 0.018000135.82 120 11'-0 7'-4½0.129 11'-0 7'-4½109 143 3 3.2600 47.664 0.017521133.86 120 11'-0 8'-7 0.145 11'-0 8'-7143 110 3 3.2600 47.793 0.016939131.43 120 11'-0 8'-2 0.142 11'-0 8'-2110 144 3 3.2600 47.9391.97 0.017411 Flow (q) from Route 11 133.40 120 11'-0 6'-6½0.118 11'-0 6'-6½144 111 3 3.2600 48.0812.42 0.018000 Flow (q) from Route 8 135.82 120 73'-6½ 3'-6 97'-0 3.254 1.804 11'-0 23'-5½111 112 3 (See Notes) 3.2600 48.1992.41 0.018597 Flow (q) from Route 16 138.24 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 28'-11½ 1'-0 31'-5½ 1.084 0.159 3'-6 2'-6112 113 4 (See Notes) 4.2600 53.257 0.005053138.24 CV(28'-11½), Gauge 1 120 18'-0 -4'-6 36'-8½ 2.382 0.009 1'-0 18'-8½113 114 8 (See Notes) 7.9810 54.500 0.000238138.24 E(18'-0) 120 48'-0½ -4'-6 508'-6 0.226 -4'-6 460'-5½114 115 8 (See Notes) 6.4470 56.890 0.000445138.24 2EE(4'-9½), 4E(9'-7½), S 150 115 250.00 Hose Allowance At Source 388.24 Route 1Total(Pt) 57.116 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 15'-0 11'-7 -0.163 1.305 14'-7½4'-71118 135 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 10.92918.51 0.112800 Sprinkler, 18.51 5.6 E(2'-0), PO(5'-0) 120 12.071 Total(Pt)Route 2 7'-0 15'-0 15'-7 -0.163 1.781 14'-7½8'-71119 136 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 11.09918.66 0.114420 Sprinkler, 18.66 5.6 E(2'-0), PO(5'-0) 120 12.717 Total(Pt)Route 3 7'-0 15'-0 11'-7 -0.163 1.369 14'-7½4'-71120 136 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 11.51119.00 0.118345 Sprinkler, 19.00 5.6 E(2'-0), PO(5'-0) 120 12.717 Total(Pt)Route 4 7'-0 15'-0 15'-7½ -0.190 2.098 14'-7 8'-7½1121 137 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 13.19320.34 0.134260 Sprinkler, 20.34 5.6 E(2'-0), PO(5'-0) 120 15.102 Total(Pt)Route 5 7'-0 15'-0 11'-7 -0.163 1.604 14'-7½4'-71122 137 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 13.66120.70 0.138655 Sprinkler, 20.70 5.6 E(2'-0), PO(5'-0) 120 15.102 Total(Pt)Route 6 9'-0 15'-0 16'-7½ -0.163 2.761 14'-7½7'-7½1123 138 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 16.62122.83 0.166234 Sprinkler, 22.83 5.6 2E(2'-0), PO(5'-0) 120 19.219 Total(Pt)Route 7 3'-0 10'-6 21'-10½0.004 10'-6 18'-10½129 130 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 48.0562.42 0.000202 Tr(1'-0), Flow (q) from Route 12 1.60 2Tr(1'-0) 150 11'-0 10'-6 27'-3 0.012 10'-6 16'-3130 131 1¼(See Notes) 1.3940 48.0600.82 0.000435 Flow (q) from Route 9 2.42 3Tr(1'-0), E(8'-0) 150 25'-0 10'-6 162'-5 0.223 10'-6 137'-5131 145 1 (See Notes) 1.1010 48.072 0.0013712.42 2E(7'-0), 11Tr(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-0 11'-0 6'-6 -0.217 0.003 10'-6 0'-6145 144 1¼(See Notes) 1.3940 48.295 0.0004352.42 PO(6'-0) 150 48.081 Total(Pt)Route 8 19'-0 10'-6 35'-1½0.002 10'-6 16'-1½129 146 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 48.0562.42 0.000059 T(6'-0), Flow (q) from Route 12 0.82 cplg(1'-0), T(6'-0), C(6'-0) 150 3'-0 10'-6 19'-6½0.001 10'-6 16'-6½146 147 1¼(See Notes) 1.3940 48.058 0.0000340.61 3Tr(1'-0) 150 6'-0 10'-6 8'-4½0.000 10'-6 2'-4½147 132 1¼(See Notes) 1.3940 48.0580.11 0.000046 Flow (q) from Route 13 0.72 T(6'-0) 150 6'-0 10'-6 22'-1½0.001 10'-6 16'-1½132 130 1¼(See Notes) 1.3940 48.0590.11 0.000059 Flow (q) from Route 14 0.82 T(6'-0) 150 48.060 Total(Pt)Route 9 6'-0 15'-0 27'-11½3.103 15'-0 21'-11½125 117 1 • • • • • Route 10 • • • • •(See Notes) 1.1010 27.89826.07 0.111067 Flow (q) from Route 18 26.07 Tr(1'-0), T(5'-0) 150 31.001 Total(Pt)Route 10 14'-0 10'-6 14'-6 0.217 0.004 11'-0 0'-6109 148 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 47.664 0.000295 PO(6'-0) 1.96 E(8'-0) 150 36'-0 10'-6 194'-10 0.181 10'-6 158'-10148 133 1 (See Notes) 1.1010 47.885 0.0009291.96 17Tr(1'-0), 2E(7'-0), T(5'-0) 150 7'-0 10'-6 21'-7½0.028 10'-6 14'-7½133 134 1¼(See Notes) 1.3940 48.0662.42 0.001300 Flow (q) from Route 15 4.38 Tr(1'-0), T(6'-0) 150 18'-0 10'-6 174'-5 0.052 10'-6 156'-5134 149 1¼(See Notes) 1.3940 48.095 0.0002961.97 18Tr(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-6 8'-1 0.008 10'-6 1'-1149 150 1 (See Notes) 1.1010 48.146 0.0009331.97 E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.002 10'-6 0'-6150 110 1¼(See Notes) 1.3940 48.154 0.0002961.97 PO(6'-0) 150 47.939 Total(Pt)Route 11 19'-0 10'-6 105'-0½ 0.217 0.046 11'-0 86'-0½143 129 1¼• • • • • Route 12 • • • • •(See Notes) 1.3940 47.793 0.000435 PO(6'-0) 2.42 E(3'-0), 9Tr(1'-0), cplg(1'-0) 150 48.056 Total(Pt)Route 12 8'-0 10'-6 44'-8 0.000 10'-6 36'-8151 147 1 • • • • • Route 13 • • • • •(See Notes) 1.1010 48.0580.22 0.000004 Flow (q) from Route 19 0.11 3Tr(1'-0), T(5'-0) 150 48.058 Total(Pt)Route 13 35'-0 10'-6 134'-3 0.001 10'-6 99'-3151 132 1 • • • • • Route 14 • • • • •(See Notes) 1.1010 48.0580.22 0.000004 Flow (q) from Route 19 0.11 9Tr(1'-0), 3E(7'-0), T(5'-0) 150 48.059 Total(Pt)Route 14 7'-0 10'-6 19'-1½0.008 10'-6 12'-1½160 133 1¼• • • • • Route 15 • • • • •(See Notes) 1.3940 48.0582.42 0.000433 Flow (q) from Route 17 2.42 Tr(1'-0), T(6'-0) 150 48.066 Total(Pt)Route 15 6'-0 11'-0 6'-6 -0.217 0.003 10'-6 0'-6152 111 1¼• • • • • Route 16 • • • • •(See Notes) 1.3940 48.4132.41 0.000432 Flow (q) from Route 21 2.41 PO(6'-0) 150 48.199 Total(Pt)Route 16 14'-0 10'-6 14'-6 0.217 0.006 11'-0 0'-6108 153 1¼• • • • • Route 17 • • • • •(See Notes) 1.3940 47.493 0.000433 PO(6'-0) 2.42 E(8'-0) 150 47'-0 10'-6 250'-7½0.342 10'-6 203'-7½153 160 1 (See Notes) 1.1010 47.716 0.0013662.42 21Tr(1'-0), 3E(7'-0), C(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48.058 Total(Pt)Route 17 26'-0 15'-0 71'-7 2.519 15'-0 45'-7140 125 1¼• • • • • Route 18 • • • • •(See Notes) 1.3940 25.379 0.035199 T(6'-0) 26.07 3Tr(1'-0), cplg(1'-0), 2E(8'-0) 150 27.898 Total(Pt)Route 18 32'-0 10'-6 133'-7½0.000 10'-6 101'-7½146 154 1 • • • • • Route 19 • • • • •(See Notes) 1.1010 48.0580.61 0.000003 Flow (q) from Route 9 0.08 8Tr(1'-0), 2E(7'-0), 2T(5'-0) 150 7'-0 10'-6 23'-6½0.000 10'-6 16'-6½154 151 1¼(See Notes) 1.3940 48.0580.13 0.000005 Flow (q) from Route 20 0.22 Tr(1'-0), T(6'-0) 150 48.058 Total(Pt)Route 19 18'-0 10'-6 54'-8 0.000 10'-6 36'-8146 154 1 • • • • • Route 20 • • • • •(See Notes) 1.1010 48.058 0.000006 T(5'-0), C(5'-0) 0.13 3Tr(1'-0), T(5'-0) 150 48.058 Total(Pt)Route 20 32'-0 10'-6 224'-6½0.306 10'-6 192'-6½155 152 1 • • • • • Route 21 • • • • •(See Notes) 1.1010 48.1072.41 0.001362 Flow (q) from Route 22 2.41 2E(7'-0), 18Tr(1'-0) 150 48.413 Total(Pt)Route 21 8'-0 10'-6 28'-3½0.012 10'-6 20'-3½134 155 1¼• • • • • Route 22 • • • • •(See Notes) 1.3940 48.0951.97 0.000432 Flow (q) from Route 11 2.41 2Tr(1'-0), T(6'-0) 150 48.107 Total(Pt)Route 22 © M.E.P.CAD, Inc.8/13/2020 Page 13AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 14AutoSPRINK 2019 v15.1.15.0 1:22:48AM2 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta (As built Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 541ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 ONE BEDROOM NONE 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 115100.00 (including Hose Streams where applicable):Total Water Required 65.283@206.86From Water Supply at Node 115:(Safety Margin = 33.538 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:23:24AM3 Hydraulic Graph Water Supply Node: 115 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:23:26AM Hydraulic Graph Gauge 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:23:26AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (3) Job Number: 1007 Sprinkler 1100 25.60 25.60 4.9 27.295 Sprinkler 1101 25.70 25.60 4.9 27.506 Sprinkler 1102 26.18 25.60 4.9 28.544 Sprinkler 1103 29.38 25.60 4.9 35.951 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:23:28AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.000115 65.283206.862500.00 98.82199.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -4'-6 106.8665.283Supply115 9'-1½25.6027.295Sprinkler1100 8'-1½25.7027.506Sprinkler1101 9'-1½26.1828.544Sprinkler1102 9'-1½29.3835.951Sprinkler1103 10'-6 28.272100 10'-6 28.222102 10'-6 29.675104 10'-6 37.776105 11'-0 57.023108 11'-0 57.033109 11'-0 57.080110 11'-0 57.198111 3'-6 61.573112 1'-0 62.755113 -4'-6 65.142114 10'-6 57.287129 10'-6 57.288130 10'-6 57.292131 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:23:31AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-6 57.288132 10'-6 40.585133 10'-6 43.629134 11'-0 57.056143 11'-0 57.145144 10'-6 57.361145 10'-6 57.287146 10'-6 57.287147 10'-6 57.082148 10'-6 55.175149 10'-6 56.867150 10'-6 57.287151 10'-6 57.294152 10'-6 56.949153 10'-6 57.287154 10'-6 44.154155 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:23:31AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 10'-6 14'-7½ -0.596 1.573 9'-1½2'-7½1100 100 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 27.29525.60 0.107426 Sprinkler, 25.60 4.9 E(7'-0), T(5'-0) 150 37'-0 10'-6 203'-3 28.677 10'-6 166'-3100 153 1 (See Notes) 1.1010 28.2724.07 0.141106 Flow (q) from Route 2 29.67 16Tr(1'-0), 3E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.291 10'-6 0'-6153 108 1¼(See Notes) 1.3940 56.949 0.04471929.67 PO(6'-0) 150 11'-0 9'-6½0.010 11'-0 9'-6½108 109 3 3.2600 57.023 0.00107929.67 120 11'-0 7'-4½0.022 11'-0 7'-4½109 143 3 3.2600 57.03322.08 0.003020 Flow (q) from Route 3 51.75 120 11'-0 8'-7 0.025 11'-0 8'-7143 110 3 3.2600 57.056 0.00288250.46 120 11'-0 8'-2 0.065 11'-0 8'-2110 144 3 3.2600 57.08036.67 0.007918 Flow (q) from Route 8 87.13 120 11'-0 6'-6½0.053 11'-0 6'-6½144 111 3 3.2600 57.1451.29 0.008136 Flow (q) from Route 5 88.42 120 73'-6½ 3'-6 97'-0 3.254 1.120 11'-0 23'-5½111 112 3 (See Notes) 3.2600 57.19818.44 0.011550 Flow (q) from Route 11 106.86 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 28'-11½ 1'-0 31'-5½ 1.084 0.099 3'-6 2'-6112 113 4 (See Notes) 4.2600 61.573 0.003138106.86 CV(28'-11½), Gauge 1 120 18'-0 -4'-6 36'-8½ 2.382 0.005 1'-0 18'-8½113 114 8 (See Notes) 7.9810 62.755 0.000148106.86 E(18'-0) 120 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48'-0½ -4'-6 508'-6 0.140 -4'-6 460'-5½114 115 8 (See Notes) 6.4470 65.142 0.000276106.86 2EE(4'-9½), 4E(9'-7½), S 150 115 100.00 Hose Allowance At Source 206.86 Route 1Total(Pt) 65.283 12'-0 10'-6 16'-1½ -1.030 1.746 8'-1½4'-1½1101 102 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 27.50625.70 0.108192 Sprinkler, 25.70 4.9 E(7'-0), T(5'-0) 150 2'-0 10'-6 13'-10½0.049 10'-6 11'-10½102 100 1 (See Notes) 1.1010 28.222 0.0035714.07 2Tr(1'-0) 150 28.272 Total(Pt)Route 2 12'-0 10'-6 15'-5 -0.596 1.727 9'-1½3'-51102 104 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 28.54426.18 0.111964 Sprinkler, 26.18 4.9 E(7'-0), T(5'-0) 150 6'-0 10'-6 21'-1 7.192 10'-6 15'-1104 160 1 (See Notes) 1.1010 29.67521.63 0.341194 Flow (q) from Route 17 47.81 C(5'-0), Tr(1'-0) 150 1'-0 10'-6 8'-5 0.909 10'-6 7'-5160 105 1¼(See Notes) 1.3940 36.867 0.10813047.81 Tr(1'-0) 150 6'-0 10'-6 10'-8½2.809 10'-6 4'-8½105 133 1¼(See Notes) 1.3940 37.77629.38 0.262309 Flow (q) from Route 4 77.19 T(6'-0) 150 43'-0 10'-6 201'-10 16.497 10'-6 158'-10133 148 1 (See Notes) 1.1010 40.585 0.081736 T(5'-0) 22.08 17Tr(1'-0), 3E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.168 10'-6 0'-6148 109 1¼(See Notes) 1.3940 57.082 0.02590322.08 PO(6'-0) 150 57.033 Total(Pt)Route 3 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 10'-6 17'-5½ -0.596 2.421 9'-1½5'-5½1103 105 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 35.95129.38 0.138599 Sprinkler, 29.38 4.9 E(7'-0), T(5'-0) 150 37.776 Total(Pt)Route 4 3'-0 10'-6 21'-10½0.001 10'-6 18'-10½129 130 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 57.2871.29 0.000063 Tr(1'-0), Flow (q) from Route 7 0.85 2Tr(1'-0) 150 11'-0 10'-6 27'-3 0.004 10'-6 16'-3130 131 1¼(See Notes) 1.3940 57.2880.44 0.000135 Flow (q) from Route 6 1.29 3Tr(1'-0), E(8'-0) 150 25'-0 10'-6 162'-5 0.069 10'-6 137'-5131 145 1 (See Notes) 1.1010 57.292 0.0004261.29 2E(7'-0), 11Tr(1'-0) 150 6'-0 11'-0 6'-6 -0.217 0.001 10'-6 0'-6145 144 1¼(See Notes) 1.3940 57.361 0.0001351.29 PO(6'-0) 150 57.145 Total(Pt)Route 5 19'-0 10'-6 35'-1½0.001 10'-6 16'-1½129 146 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 57.2871.29 0.000018 T(6'-0), Flow (q) from Route 7 0.44 cplg(1'-0), T(6'-0), C(6'-0) 150 3'-0 10'-6 19'-6½0.000 10'-6 16'-6½146 147 1¼(See Notes) 1.3940 57.287 0.0000100.32 3Tr(1'-0) 150 6'-0 10'-6 8'-4½0.000 10'-6 2'-4½147 132 1¼(See Notes) 1.3940 57.2870.06 0.000014 Flow (q) from Route 9 0.38 T(6'-0) 150 6'-0 10'-6 22'-1½0.000 10'-6 16'-1½132 130 1¼(See Notes) 1.3940 57.2880.06 0.000018 Flow (q) from Route 10 0.44 T(6'-0) 150 57.288 Total(Pt)Route 6 19'-0 10'-6 105'-0½ 0.217 0.014 11'-0 86'-0½143 129 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 57.056 0.000135 PO(6'-0) 1.29 E(3'-0), 9Tr(1'-0), cplg(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 57.287 Total(Pt)Route 7 7'-0 10'-6 8'-1 1.692 10'-6 1'-1149 150 1 • • • • • Route 8 • • • • •(See Notes) 1.1010 55.17536.67 0.208873 Flow (q) from Route 15 36.67 E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.430 10'-6 0'-6150 110 1¼(See Notes) 1.3940 56.867 0.06619536.67 PO(6'-0) 150 57.080 Total(Pt)Route 8 8'-0 10'-6 44'-8 0.000 10'-6 36'-8151 147 1 • • • • • Route 9 • • • • •(See Notes) 1.1010 57.2870.11 0.000001 Flow (q) from Route 12 0.06 3Tr(1'-0), T(5'-0) 150 57.287 Total(Pt)Route 9 35'-0 10'-6 134'-3 0.000 10'-6 99'-3151 132 1 • • • • • Route 10 • • • • •(See Notes) 1.1010 57.2870.11 0.000001 Flow (q) from Route 12 0.06 9Tr(1'-0), 3E(7'-0), T(5'-0) 150 57.288 Total(Pt)Route 10 6'-0 11'-0 6'-6 -0.217 0.121 10'-6 0'-6152 111 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 57.29418.44 0.018547 Flow (q) from Route 14 18.44 PO(6'-0) 150 57.198 Total(Pt)Route 11 32'-0 10'-6 133'-7½0.000 10'-6 101'-7½146 154 1 • • • • • Route 12 • • • • •(See Notes) 1.1010 57.2870.32 0.000001 Flow (q) from Route 6 0.04 8Tr(1'-0), 2E(7'-0), 2T(5'-0) 150 7'-0 10'-6 23'-6½0.000 10'-6 16'-6½154 151 1¼(See Notes) 1.3940 57.2870.07 0.000002 Flow (q) from Route 13 0.11 Tr(1'-0), T(6'-0) 150 57.287 Total(Pt)Route 12 18'-0 10'-6 54'-8 0.000 10'-6 36'-8146 154 1 • • • • • Route 13 • • • • •(See Notes) 1.1010 57.287 0.000002 T(5'-0), C(5'-0) 0.07 3Tr(1'-0), T(5'-0) 150 57.287 Total(Pt)Route 13 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 32'-0 10'-6 224'-6½13.141 10'-6 192'-6½155 152 1 • • • • • Route 14 • • • • •(See Notes) 1.1010 44.15418.44 0.058523 Flow (q) from Route 16 18.44 2E(7'-0), 18Tr(1'-0) 150 57.294 Total(Pt)Route 14 7'-0 10'-6 21'-7½3.044 10'-6 14'-7½133 134 1¼• • • • • Route 15 • • • • •(See Notes) 1.3940 40.58522.08 0.140620 Flow (q) from Route 3 55.11 Tr(1'-0), T(6'-0) 150 18'-0 10'-6 174'-5 11.547 10'-6 156'-5134 149 1¼(See Notes) 1.3940 43.629 0.06619536.67 18Tr(1'-0) 150 55.175 Total(Pt)Route 15 8'-0 10'-6 28'-3½0.525 10'-6 20'-3½134 155 1¼• • • • • Route 16 • • • • •(See Notes) 1.3940 43.62936.67 0.018547 Flow (q) from Route 15 18.44 2Tr(1'-0), T(6'-0) 150 44.154 Total(Pt)Route 16 8'-0 10'-6 18'-5½1.452 10'-6 10'-5½102 104 1 • • • • • Route 17 • • • • •(See Notes) 1.1010 28.2224.07 0.078671 Flow (q) from Route 2 21.63 E(7'-0), Tr(1'-0) 150 29.675 Total(Pt)Route 17 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 3 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:23:33AM3 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta (As built Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 543ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 ONE BEDROOM NONE 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 115100.00 (including Hose Streams where applicable):Total Water Required 83.392@205.45From Water Supply at Node 115:(Safety Margin = 15.431 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/ALeft: 77.816 Right:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:24:02AM4 Hydraulic Graph Water Supply Node: 115 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:24:04AM Hydraulic Graph Gauge 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:24:04AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (4) Job Number: 1007 Sprinkler 1124 25.60 25.60 4.9 27.295 Sprinkler 1125 25.67 25.60 4.9 27.450 Sprinkler 1126 26.03 25.60 4.9 28.217 Sprinkler 1127 28.15 25.60 4.9 33.008 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:24:06AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.000115 83.392205.452500.00 98.82399.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -4'-6 105.4583.392Supply115 8'-1½25.6027.295Sprinkler1124 9'-1½25.6727.450Sprinkler1125 9'-1½26.0328.217Sprinkler1126 9'-1½28.1533.008Sprinkler1127 11'-0 75.173108 11'-0 75.173109 11'-0 75.222110 11'-0 75.341111 3'-6 79.688112 1'-0 80.868113 -4'-6 83.255114 10'-6 49.537129 10'-6 49.186130 10'-6 50.497131 10'-6 46.744132 10'-6 75.433133 10'-6 75.437134 11'-0 75.173143 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:24:09AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 11'-0 75.269144 10'-6 75.172145 10'-6 46.068146 10'-6 46.257147 10'-6 75.391148 10'-6 75.439149 10'-6 75.439150 10'-6 41.933151 10'-6 75.556152 10'-6 75.390153 10'-6 40.241154 10'-6 75.442155 10'-6 27.937156 10'-6 28.327157 10'-6 28.484158 10'-6 34.343159 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:24:09AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 10'-6 15'-7 -1.030 1.672 8'-1½3'-71124 156 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 27.29525.60 0.107426 Sprinkler, 25.60 4.9 E(7'-0), T(5'-0) 150 1'-0 10'-6 12'-9 0.390 10'-6 11'-9156 157 1 (See Notes) 1.1010 27.937 0.03057312.98 Tr(1'-0) 150 21'-0 10'-6 75'-9 17.741 10'-6 54'-9157 146 1 (See Notes) 1.1010 28.32726.03 0.234147 Flow (q) from Route 3 39.01 4Tr(1'-0), E(7'-0), T(5'-0), C(5'- 0) 150 7'-0 10'-6 23'-1½3.469 10'-6 16'-1½146 129 1¼(See Notes) 1.3940 46.068 0.15013057.09 cplg(1'-0), T(6'-0) 150 19'-0 11'-0 105'-0½ -0.217 25.853 10'-6 86'-0½129 143 1¼(See Notes) 1.3940 49.53717.49 0.246111 Flow (q) from Route 2 74.58 9Tr(1'-0), cplg(1'-0), E(3'-0), PO(6'-0) 150 11'-0 8'-7 0.049 11'-0 8'-7143 110 3 3.2600 75.173 0.00569572.91 120 11'-0 8'-2 0.047 11'-0 8'-2110 144 3 3.2600 75.2220.25 0.005730 Flow (q) from Route 6 73.16 120 11'-0 6'-6½0.072 11'-0 6'-6½144 111 3 3.2600 75.26930.88 0.010992 Flow (q) from Route 5 104.03 120 73'-6½ 3'-6 97'-0 3.254 1.093 11'-0 23'-5½111 112 3 (See Notes) 3.2600 75.3411.42 0.011270 Flow (q) from Route 10 105.45 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 28'-11½ 1'-0 31'-5½ 1.084 0.096 3'-6 2'-6112 113 4 (See Notes) 4.2600 79.688 0.003063105.45 CV(28'-11½), Gauge 1 120 18'-0 -4'-6 36'-8½ 2.382 0.005 1'-0 18'-8½113 114 8 (See Notes) 7.9810 80.868 0.000144105.45 E(18'-0) 120 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48'-0½ -4'-6 508'-6 0.137 -4'-6 460'-5½114 115 8 (See Notes) 6.4470 83.255 0.000269105.45 2EE(4'-9½), 4E(9'-7½), S 150 115 100.00 Hose Allowance At Source 205.45 Route 1Total(Pt) 83.392 12'-0 10'-6 15'-1 -0.596 1.631 9'-1½3'-11125 158 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 27.45025.67 0.107987 Sprinkler, 25.67 4.9 E(7'-0), T(5'-0) 150 6'-0 10'-6 25'-10½5.859 10'-6 19'-10½158 159 1 (See Notes) 1.1010 28.48412.62 0.226281 Flow (q) from Route 12 38.29 T(5'-0), Tr(1'-0) 150 5'-0 10'-6 9'-5 5.898 10'-6 4'-5159 154 1 (See Notes) 1.1010 34.34328.15 0.627224 Flow (q) from Route 4 66.45 T(5'-0) 150 9'-0 10'-6 45'-8 5.827 10'-6 36'-8154 146 1 (See Notes) 1.1010 40.241 0.127616 T(5'-0) 28.10 4Tr(1'-0) 150 15'-0 10'-6 31'-6½0.189 10'-6 16'-6½146 147 1¼(See Notes) 1.3940 46.068 0.005997 T(6'-0), C(6'-0) 10.01 3Tr(1'-0) 150 6'-0 10'-6 8'-4½0.487 10'-6 2'-4½147 132 1¼(See Notes) 1.3940 46.25724.20 0.058231 Flow (q) from Route 8 34.22 T(6'-0) 150 6'-0 10'-6 22'-1½2.441 10'-6 16'-1½132 130 1¼(See Notes) 1.3940 46.74414.14 0.110440 Flow (q) from Route 9 48.36 T(6'-0) 150 2'-0 10'-6 20'-10½0.351 10'-6 18'-10½130 129 1¼(See Notes) 1.3940 49.186 0.01681817.49 2Tr(1'-0) 150 49.537 Total(Pt)Route 2 5'-0 10'-6 6'-4½ -0.596 0.706 9'-1½1'-4½1126 157 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 28.21726.03 0.110778 Sprinkler, 26.03 4.9 T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 28.327 Total(Pt)Route 3 12'-0 10'-6 15'-1 -0.596 1.931 9'-1½3'-11127 159 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 33.00828.15 0.128070 Sprinkler, 28.15 4.9 E(7'-0), T(5'-0) 150 34.343 Total(Pt)Route 4 11'-0 10'-6 27'-3 1.311 10'-6 16'-3130 131 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 49.18617.49 0.048150 Flow (q) from Route 2 30.88 3Tr(1'-0), E(8'-0) 150 25'-0 10'-6 162'-5 24.676 10'-6 137'-5131 145 1 (See Notes) 1.1010 50.497 0.15193230.88 2E(7'-0), 11Tr(1'-0) 150 6'-0 11'-0 6'-6 -0.217 0.313 10'-6 0'-6145 144 1¼(See Notes) 1.3940 75.172 0.04815030.88 PO(6'-0) 150 75.269 Total(Pt)Route 5 20'-2 11'-0 27'-6½0.000 11'-0 7'-4½143 109 3 • • • • • Route 6 • • • • •(See Notes) 3.2600 75.17372.91 0.000005 Flow (q) from Route 1 1.66 PO(20'-2) 120 40'-4 11'-0 49'-10 0.000 11'-0 9'-6½109 108 3 (See Notes) 3.2600 75.173 0.000001 PO(20'-2) 0.77 PO(20'-2) 120 8'-0 10'-6 8'-6 0.217 0.000 11'-0 0'-6108 153 1¼(See Notes) 1.3940 75.173 0.0000520.77 E(8'-0) 150 47'-0 10'-6 250'-7½0.041 10'-6 203'-7½153 160 1 (See Notes) 1.1010 75.390 0.0001650.77 21Tr(1'-0), 3E(7'-0), C(5'-0) 150 7'-0 10'-6 19'-1½0.001 10'-6 12'-1½160 133 1¼(See Notes) 1.3940 75.432 0.0000520.77 Tr(1'-0), T(6'-0) 150 7'-0 10'-6 21'-7½0.005 10'-6 14'-7½133 134 1¼(See Notes) 1.3940 75.4330.89 0.000217 Flow (q) from Route 7 1.66 Tr(1'-0), T(6'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 18'-0 10'-6 174'-5 0.001 10'-6 156'-5134 149 1¼(See Notes) 1.3940 75.437 0.0000060.25 18Tr(1'-0) 150 7'-0 10'-6 8'-1 0.000 10'-6 1'-1149 150 1 (See Notes) 1.1010 75.439 0.0000200.25 E(7'-0) 150 6'-0 11'-0 6'-6 -0.217 0.000 10'-6 0'-6150 110 1¼(See Notes) 1.3940 75.439 0.0000060.25 PO(6'-0) 150 75.222 Total(Pt)Route 6 8'-0 10'-6 8'-6 0.217 0.001 11'-0 0'-6109 148 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 75.1730.77 0.000069 Flow (q) from Route 6 0.89 E(8'-0) 150 36'-0 10'-6 194'-10 0.042 10'-6 158'-10148 133 1 (See Notes) 1.1010 75.391 0.0002170.89 17Tr(1'-0), 2E(7'-0), T(5'-0) 150 75.433 Total(Pt)Route 7 8'-0 10'-6 44'-8 4.325 10'-6 36'-8151 147 1 • • • • • Route 8 • • • • •(See Notes) 1.1010 41.93338.35 0.096835 Flow (q) from Route 11 24.20 3Tr(1'-0), T(5'-0) 150 46.257 Total(Pt)Route 8 35'-0 10'-6 134'-3 4.812 10'-6 99'-3151 132 1 • • • • • Route 9 • • • • •(See Notes) 1.1010 41.93338.35 0.035845 Flow (q) from Route 11 14.14 9Tr(1'-0), 3E(7'-0), T(5'-0) 150 46.744 Total(Pt)Route 9 6'-0 11'-0 6'-6 -0.217 0.001 10'-6 0'-6152 111 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 75.5561.42 0.000161 Flow (q) from Route 13 1.42 PO(6'-0) 150 75.341 Total(Pt)Route 10 7'-0 10'-6 23'-6½1.691 10'-6 16'-6½154 151 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 40.24128.10 0.071899 Flow (q) from Route 2 38.35 Tr(1'-0), T(6'-0) 150 41.933 Total(Pt)Route 11 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 10'-6 18'-10 0.547 10'-6 10'-10156 158 1 • • • • • Route 12 • • • • •(See Notes) 1.1010 27.93712.98 0.029034 Flow (q) from Route 1 12.62 E(7'-0), Tr(1'-0) 150 28.484 Total(Pt)Route 12 32'-0 10'-6 224'-6½0.114 10'-6 192'-6½155 152 1 • • • • • Route 13 • • • • •(See Notes) 1.1010 75.4421.42 0.000509 Flow (q) from Route 14 1.42 2E(7'-0), 18Tr(1'-0) 150 75.556 Total(Pt)Route 13 8'-0 10'-6 28'-3½0.005 10'-6 20'-3½134 155 1¼• • • • • Route 14 • • • • •(See Notes) 1.3940 75.4370.25 0.000161 Flow (q) from Route 6 1.42 2Tr(1'-0), T(6'-0) 150 75.442 Total(Pt)Route 14 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 4 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:24:11AM4 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta 3rd Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 458ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 DOUBLE QUEEN NONE 5Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2100.00 (including Hose Streams where applicable):Total Water Required 70.818@210.64From Water Supply at Node 2:(Safety Margin = 27.996 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin Right: 70.818Left: 70.818Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:26:48AM5 Hydraulic Graph Supply Node: 2 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:26:50AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (5) Job Number: 1007 Sprinkler 1300 25.60 25.60 4.9 27.295 Sprinkler 1301 26.43 25.60 4.9 29.085 Sprinkler 1302 27.82 25.60 4.9 32.238 Sprinkler 1303 30.79 25.60 4.9 39.493 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:26:52AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0002 70.818210.642500.00 98.81599.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -17'-8½110.6470.818Supply2 9'-1 25.6027.295Sprinkler1300 9'-1 26.4329.085Sprinkler1301 8'-1 27.8232.238Sprinkler1302 9'-1 30.7939.493Sprinkler1303 23'-3½100.000Hose10 Hos -11'-8½67.80512 -26'-2½74.43214 -26'-2½74.49815 23'-3½100.000Hose16 Hos 13'-8½100.000Hose17 Hos -19'-2 71.28137 3'-0 60.702117 9'-8 29.462302 9'-8 46.122306 9'-8 46.116307 9'-8 46.081308 9'-8 45.889311 9'-8 45.282312 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:26:55AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 52.110314 9'-8 32.370316 9'-8 42.191317 4'-11 58.054318 -20'-4½71.903319 9'-8 52.751320 9'-8 52.624322 9'-8 46.122323 3'-7 58.685324 3'-0 60.097325 9'-8 46.129326 9'-8 46.338327 9'-8 51.119328 9'-8 46.115329 9'-8 42.201332 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:26:55AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 9'-8 22'-7½ -0.262 2.428 9'-1 14'-71300 302 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 27.29525.60 0.107426 Sprinkler, 25.60 4.9 E(7'-0), Tr(1'-0) 150 1'-0 9'-8 7'-3½2.909 9'-8 6'-3½302 316 1 (See Notes) 1.1010 29.46226.43 0.398908 Flow (q) from Route 2 52.03 Tr(1'-0) 150 5'-0 9'-8 11'-1½9.821 9'-8 6'-1½316 317 1 (See Notes) 1.1010 32.37027.82 0.881149 Flow (q) from Route 3 79.85 T(5'-0) 150 1'-0 9'-8 11'-11½3.090 9'-8 10'-11½317 312 1¼(See Notes) 1.3940 42.191 0.25797276.50 Tr(1'-0) 150 12'-0 9'-8 51'-5½6.828 9'-8 39'-5½312 314 1½(See Notes) 1.5980 45.282 0.13265276.50 4Tr(1'-0), T(8'-0) 150 12'-0 9'-8 14'-6½0.642 9'-8 2'-6½314 320 2 (See Notes) 2.0030 52.110 0.04415276.50 Tr(2'-0), T(10'-0) 150 23'-0 4'-11 37'-1 2.061 3.242 9'-8 14'-1320 318 2 (See Notes) 2.0030 52.75134.14 0.087383 Flow (q) from Route 4 110.64 2E(11'-0), cplg(1'-0) 150 3'-7 1'-4 0.584 0.047 4'-11 1'-4318 324 2½ 2.6350 58.054 0.034729110.64 120 10'-3½ 3'-0 10'-3½ 0.246 1.166 3'-7 0'-0324 325 2 (See Notes) 2.0670 58.685 0.113289110.64 BV(6'-0), fE(4'-3½) 120 16'-5½ 3'-0 17'-5 0.605 3'-0 0'-11½325 117 2½(See Notes) 2.6350 60.097 0.034729110.64 PO(16'-5½) 120 38'-10½ -11'-8½216'-10½ 6.377 0.726 3'-0 177'-11½117 12 4 (See Notes) 4.2600 60.702 0.003347110.64 2fT(16'-0), E(6'-10½) 120 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:26:57AM5 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 20'-8 -19'-2 70'-7 3.239 0.236 -11'-8½49'-1112 37 4 (See Notes) 4.2600 67.805 0.003347110.64 3E(6'-10½), Gauge 1 120 28'-11½ -20'-4½29'-6 0.523 0.099 -19'-2 0'-6½37 319 4 (See Notes) 4.2600 71.281 0.003347110.64 CV(28'-11½) 120 18'-0 -26'-2½37'-0½ 2.524 0.006 -20'-4½19'-0½319 14 8 (See Notes) 7.9810 71.903 0.000157110.64 E(18'-0) 120 113'-7 -26'-2½538'-0½0.066 -26'-2½424'-5½14 15 8 (See Notes) 7.7100 74.432 0.000123110.64 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -17'-8½8'-6 -3.685 0.005 -26'-2½8'-615 2 6 (See Notes) 6.0650 74.498 0.000599110.64 S 120 2 100.00 Hose Allowance At Source 210.64 Route 1Total(Pt) 70.818 5'-0 9'-8 5'-7½ -0.262 0.638 9'-1 0'-7½1301 302 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 29.08526.43 0.113926 Sprinkler, 26.43 4.9 T(5'-0) 150 29.462 Total(Pt)Route 2 5'-0 9'-8 6'-7 -0.695 0.828 8'-1 1'-71302 316 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 32.23827.82 0.125306 Sprinkler, 27.82 4.9 T(5'-0) 150 32.370 Total(Pt)Route 3 10'-0 9'-8 19'-7½ -0.262 2.970 9'-1 9'-7½1303 332 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 39.49330.79 0.151184 Sprinkler, 30.79 4.9 2T(5'-0) 150 11'-0 9'-8 63'-7 3.688 9'-8 52'-7332 311 1¼(See Notes) 1.3940 42.2013.35 0.057995 Flow (q) from Route 9 34.14 5Tr(1'-0), C(6'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:26:57AM5 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-0 9'-8 11'-4½0.449 9'-8 5'-4½311 327 1¼(See Notes) 1.3940 45.889 0.03941827.71 C(6'-0) 150 8'-0 9'-8 82'-5½4.781 9'-8 74'-5½327 328 1¼(See Notes) 1.3940 46.3386.43 0.057995 Flow (q) from Route 5 34.14 8Tr(1'-0) 150 11'-0 9'-8 50'-5½1.505 9'-8 39'-5½328 322 1½(See Notes) 1.5980 51.119 0.02982234.14 3Tr(1'-0), T(8'-0) 150 10'-0 9'-8 12'-10 0.128 9'-8 2'-10322 320 2 (See Notes) 2.0030 52.624 0.00992634.14 T(10'-0) 150 52.751 Total(Pt)Route 4 8'-0 9'-8 19'-3 0.003 9'-8 11'-3308 336 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 46.081 0.000162 T(6'-0) 1.42 2Tr(1'-0) 150 17'-0 9'-8 59'-4½0.030 9'-8 42'-4½336 329 1 (See Notes) 1.1010 46.084 0.0005121.42 2E(7'-0), 3Tr(1'-0) 150 2'-0 9'-8 9'-10 0.002 9'-8 7'-10329 307 1¼(See Notes) 1.3940 46.115 0.0001621.42 2Tr(1'-0) 150 1'-0 9'-8 6'-5½0.013 9'-8 5'-5½307 326 1¼(See Notes) 1.3940 46.116 0.0020325.58 Tr(1'-0) 150 15'-0 9'-8 78'-9½0.208 9'-8 63'-9½326 327 1¼(See Notes) 1.3940 46.1290.85 0.002644 Flow (q) from Route 6 6.43 E(8'-0), 7Tr(1'-0) 150 46.338 Total(Pt)Route 5 7'-0 9'-8 12'-1½0.000 9'-8 5'-1½306 323 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 46.1220.85 0.000039 Tr(1'-0), Flow (q) from Route 8 0.66 T(6'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:26:57AM5 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-0 9'-8 109'-4½0.007 9'-8 88'-4½323 326 1¼(See Notes) 1.3940 46.1220.19 0.000063 Flow (q) from Route 7 0.85 2T(6'-0), 9Tr(1'-0) 150 46.129 Total(Pt)Route 6 28'-0 9'-8 122'-1 0.000 9'-8 94'-1306 323 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 46.1220.85 0.000004 T(6'-0), Flow (q) from Route 8 0.19 10Tr(1'-0), 2T(6'-0) 150 46.122 Total(Pt)Route 7 24'-0 9'-8 72'-8½0.192 9'-8 48'-8½311 308 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 45.889 0.002644 C(6'-0) 6.43 4Tr(1'-0), E(8'-0), T(6'-0) 150 6'-0 9'-8 21'-1½0.035 9'-8 15'-1½308 307 1¼(See Notes) 1.3940 46.0811.42 0.001664 Flow (q) from Route 5 5.01 C(6'-0) 150 13'-0 9'-8 90'-10 0.006 9'-8 77'-10307 306 1¼(See Notes) 1.3940 46.116 0.000063 C(6'-0) 0.85 7Tr(1'-0) 150 46.122 Total(Pt)Route 8 1'-0 9'-8 11'-10½0.009 9'-8 10'-10½317 332 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 42.19176.50 0.000790 Flow (q) from Route 1 3.35 Tr(1'-0) 150 42.201 Total(Pt)Route 9 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:26:57AM5 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 5 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:26:57AM5 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta 3rd Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 447ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 STUDIO MOD NONE 6Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2100.00 (including Hose Streams where applicable):Total Water Required 70.744@204.11From Water Supply at Node 2:(Safety Margin = 28.081 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:27:36AM6 Hydraulic Graph Supply Node: 2 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:27:38AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (6) Job Number: 1007 Sprinkler 1304 25.60 25.60 4.9 27.295 Sprinkler 1305 25.64 25.60 4.9 27.385 Sprinkler 1306 26.37 25.60 4.9 28.969 Sprinkler 1307 26.50 25.60 4.9 29.246 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:27:40AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0002 70.744204.112500.00 98.82599.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -17'-8½104.1170.744Supply2 9'-1 25.6027.295Sprinkler1304 9'-1 25.6427.385Sprinkler1305 9'-1 26.3728.969Sprinkler1306 8'-1 26.5029.246Sprinkler1307 23'-3½100.000Hose10 Hos -11'-8½67.77412 -26'-2½74.36514 -26'-2½74.42415 23'-3½100.000Hose16 Hos 13'-8½100.000Hose17 Hos -19'-2 71.22537 3'-0 60.748117 9'-8 35.257306 9'-8 35.447307 9'-8 36.149308 9'-8 29.307309 9'-8 32.927310 9'-8 39.401311 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:27:43AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 49.714312 9'-8 33.177313 9'-8 53.025314 9'-8 29.343315 4'-11 58.294318 -20'-4½71.836319 9'-8 53.336320 9'-8 53.055322 9'-8 35.248323 3'-7 58.920324 3'-0 60.207325 9'-8 34.993326 9'-8 39.049327 9'-8 49.732328 9'-8 35.495329 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:27:43AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 9'-8 21'-2 -0.262 2.274 9'-1 13'-21304 309 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 27.29525.60 0.107426 Sprinkler, 25.60 4.9 E(7'-0), Tr(1'-0) 150 5'-0 9'-8 9'-0½3.620 9'-8 4'-0½309 310 1 (See Notes) 1.1010 29.30726.50 0.399948 Flow (q) from Route 4 52.10 T(5'-0) 150 1'-0 9'-8 11'-11 0.250 9'-8 10'-11310 313 1¼(See Notes) 1.3940 32.927 0.02094019.69 Tr(1'-0) 150 1'-0 9'-8 25'-8 5.872 9'-8 24'-8313 327 1¼(See Notes) 1.3940 33.17752.02 0.228839 Flow (q) from Route 2 71.70 Tr(1'-0) 150 9'-0 9'-8 83'-5½10.683 9'-8 74'-5½327 328 1¼(See Notes) 1.3940 39.049 0.128029 Tr(1'-0) 52.38 8Tr(1'-0) 150 11'-0 9'-8 50'-5½3.323 9'-8 39'-5½328 322 1½(See Notes) 1.5980 49.732 0.06583452.38 3Tr(1'-0), T(8'-0) 150 10'-0 9'-8 12'-10 0.282 9'-8 2'-10322 320 2 (See Notes) 2.0030 53.055 0.02191252.38 T(10'-0) 150 23'-0 4'-11 37'-1 2.061 2.897 9'-8 14'-1320 318 2 (See Notes) 2.0030 53.33651.73 0.078087 Flow (q) from Route 5 104.11 2E(11'-0), cplg(1'-0) 150 3'-7 1'-4 0.584 0.042 4'-11 1'-4318 324 2½ 2.6350 58.294 0.031035104.11 120 10'-3½ 3'-0 10'-3½ 0.246 1.042 3'-7 0'-0324 325 2 (See Notes) 2.0670 58.920 0.101237104.11 BV(6'-0), fE(4'-3½) 120 16'-5½ 3'-0 17'-5 0.541 3'-0 0'-11½325 117 2½(See Notes) 2.6350 60.207 0.031035104.11 PO(16'-5½) 120 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:27:45AM6 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 38'-10½ -11'-8½216'-10½ 6.377 0.649 3'-0 177'-11½117 12 4 (See Notes) 4.2600 60.748 0.002991104.11 2fT(16'-0), E(6'-10½) 120 20'-8 -19'-2 70'-7 3.239 0.211 -11'-8½49'-1112 37 4 (See Notes) 4.2600 67.774 0.002991104.11 3E(6'-10½), Gauge 1 120 28'-11½ -20'-4½29'-6 0.523 0.088 -19'-2 0'-6½37 319 4 (See Notes) 4.2600 71.225 0.002991104.11 CV(28'-11½) 120 18'-0 -26'-2½37'-0½ 2.524 0.005 -20'-4½19'-0½319 14 8 (See Notes) 7.9810 71.836 0.000141104.11 E(18'-0) 120 113'-7 -26'-2½538'-0½0.059 -26'-2½424'-5½14 15 8 (See Notes) 7.7100 74.365 0.000110104.11 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -17'-8½8'-6 -3.685 0.005 -26'-2½8'-615 2 6 (See Notes) 6.0650 74.424 0.000535104.11 S 120 2 100.00 Hose Allowance At Source 204.11 Route 1Total(Pt) 70.744 8'-0 9'-8 20'-7½ -0.262 2.220 9'-1 12'-71305 315 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 27.38525.64 0.107753 Sprinkler, 25.64 4.9 E(7'-0), Tr(1'-0) 150 5'-0 9'-8 9'-7½3.834 9'-8 4'-7½315 313 1 (See Notes) 1.1010 29.34326.37 0.398756 Flow (q) from Route 3 52.02 T(5'-0) 150 33.177 Total(Pt)Route 2 5'-0 9'-8 5'-7½ -0.262 0.636 9'-1 0'-7½1306 315 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 28.96926.37 0.113506 Sprinkler, 26.37 4.9 T(5'-0) 150 29.343 Total(Pt)Route 3 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:27:45AM6 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 5'-0 9'-8 6'-7 -0.695 0.756 8'-1 1'-71307 309 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 29.24626.50 0.114511 Sprinkler, 26.50 4.9 T(5'-0) 150 29.307 Total(Pt)Route 4 12'-0 9'-8 14'-6½0.311 9'-8 2'-6½314 320 2 • • • • • Route 5 • • • • •(See Notes) 2.0030 53.02551.73 0.021411 Flow (q) from Route 6 51.73 Tr(2'-0), T(10'-0) 150 53.336 Total(Pt)Route 5 8'-0 9'-8 82'-5½10.313 9'-8 74'-5½311 312 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 39.40132.41 + 19.32 0.125101 Flow (q) from Route 7 and 11 51.73 8Tr(1'-0) 150 12'-0 9'-8 51'-5½3.311 9'-8 39'-5½312 314 1½(See Notes) 1.5980 49.714 0.06432851.73 4Tr(1'-0), T(8'-0) 150 53.025 Total(Pt)Route 6 1'-0 9'-8 6'-1½0.010 9'-8 5'-1½323 306 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 35.2485.83 0.001590 Flow (q) from Route 10 4.89 Tr(1'-0) 150 8'-0 9'-8 85'-10 0.189 9'-8 77'-10306 307 1¼(See Notes) 1.3940 35.2570.95 0.002208 Flow (q) from Route 9 5.83 8Tr(1'-0) 150 6'-0 9'-8 21'-1½0.702 9'-8 15'-1½307 308 1¼(See Notes) 1.3940 35.447 0.03323425.27 T(6'-0) 150 13'-0 9'-8 61'-8½3.251 9'-8 48'-8½308 311 1¼(See Notes) 1.3940 36.1497.15 0.052681 Flow (q) from Route 8 32.41 E(8'-0), 5Tr(1'-0) 150 39.401 Total(Pt)Route 7 11'-0 9'-8 39'-2½2.066 9'-8 28'-2½310 326 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 32.92719.69 0.052681 Flow (q) from Route 1 32.41 3Tr(1'-0), E(8'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:27:45AM6 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-8 12'-5½0.454 9'-8 5'-5½326 307 1¼(See Notes) 1.3940 34.993 0.036493 Tr(1'-0) 26.58 C(6'-0) 150 7'-0 9'-8 14'-10 0.048 9'-8 7'-10307 329 1¼(See Notes) 1.3940 35.447 0.003212 C(6'-0) 7.15 Tr(1'-0) 150 18'-0 9'-8 60'-4½0.612 9'-8 42'-4½329 336 1 (See Notes) 1.1010 35.495 0.0101347.15 4Tr(1'-0), 2E(7'-0) 150 2'-0 9'-8 13'-3 0.043 9'-8 11'-3336 308 1¼(See Notes) 1.3940 36.107 0.0032127.15 2Tr(1'-0) 150 36.149 Total(Pt)Route 8 33'-0 9'-8 127'-1 0.010 9'-8 94'-1323 306 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 35.2485.83 0.000077 T(6'-0), Flow (q) from Route 10 0.95 9Tr(1'-0), 3T(6'-0) 150 35.257 Total(Pt)Route 9 27'-0 9'-8 115'-4½0.255 9'-8 88'-4½326 323 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 34.993 0.002208 T(6'-0) 5.83 9Tr(1'-0), 2T(6'-0) 150 35.248 Total(Pt)Route 10 12'-0 9'-8 17'-4½0.352 9'-8 5'-4½327 311 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 39.049 0.020223 C(6'-0) 19.32 C(6'-0) 150 39.401 Total(Pt)Route 11 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:27:45AM6 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 6 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:27:45AM6 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta 3rd Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 284ft²) Coverage per Sprinkler: 225ft² Type of sprinklers calculated: 5 HALL NONE 7Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2100.00 (including Hose Streams where applicable):Total Water Required 87.697@215.41From Water Supply at Node 2:(Safety Margin = 11.110 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:28:43AM7 Hydraulic Graph Supply Node: 2 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:28:45AM Hydraulic Graph Gauge 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:28:45AM Hydraulic Graph BOR - 3rd FLOOR Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:28:45AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (7) Job Number: 1007 Sprinkler 1308 22.50 22.50 4.9 21.085 Sprinkler 1309 22.61 22.50 4.9 21.287 Sprinkler 1310 23.01 22.50 4.9 22.058 Sprinkler 1311 23.08 22.50 4.9 22.179 Sprinkler 1312 24.22 22.50 4.9 24.424 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:28:47AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0002 87.697215.412500.00 98.80799.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -17'-8½115.4187.697Supply2 8'-1 22.5021.085Sprinkler1308 8'-1 22.6121.287Sprinkler1309 8'-1 23.0122.058Sprinkler1310 8'-1 23.0822.179Sprinkler1311 8'-1 24.2224.424Sprinkler1312 23'-3½100.000Hose10 Hos -11'-8½84.65012 -26'-2½91.30414 -26'-2½91.37615 23'-3½100.000Hose16 Hos 13'-8½100.000Hose17 Hos -19'-2 88.14437 3'-0 77.488117 9'-8 22.156303 9'-8 22.462305 9'-8 25.878306 9'-8 40.314307 9'-8 42.490308 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:28:50AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 52.052311 9'-8 64.727312 9'-8 68.748314 4'-11 74.692318 -20'-4½88.774319 9'-8 69.126320 9'-8 68.786322 9'-8 25.869323 3'-7 75.327324 3'-0 76.833325 9'-8 40.326326 9'-8 52.054327 9'-8 64.780328 9'-8 40.461329 9'-8 23.285330 9'-8 26.261331 9'-8 23.000333 9'-8 22.910334 9'-8 23.149335 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:28:50AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 9'-8 20'-10½ -0.695 1.767 8'-1 8'-10½1308 303 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 21.08522.50 0.084606 Sprinkler, 22.50 4.9 E(7'-0), T(5'-0) 150 1'-0 9'-8 1'-0 0.306 9'-8 0'-0303 305 1 (See Notes) 1.1010 22.15622.61 0.306357 Flow (q) from Route 2 45.11 b(1'-0) 150 6'-0 9'-8 8'-5½0.822 9'-8 2'-5½305 330 1¼(See Notes) 1.3940 22.462 0.09708945.11 C(6'-0) 150 1'-0 9'-8 17'-8½2.585 9'-8 16'-8½330 323 1¼(See Notes) 1.3940 23.28511.09 0.145807 Flow (q) from Route 3 56.20 Tr(1'-0) 150 7'-0 9'-8 12'-1½0.009 9'-8 5'-1½323 306 1¼(See Notes) 1.3940 25.869 0.000712 T(6'-0) 3.17 Tr(1'-0) 150 1'-0 9'-8 5'-4½0.383 9'-8 4'-4½306 331 1¼(See Notes) 1.3940 25.87835.00 0.071270 Flow (q) from Route 4 38.17 Tr(1'-0) 150 6'-0 9'-8 79'-5½14.053 9'-8 73'-5½331 307 1¼(See Notes) 1.3940 26.26124.22 0.176877 Flow (q) from Route 5 62.38 6Tr(1'-0) 150 7'-0 9'-8 22'-1½2.176 9'-8 15'-1½307 308 1¼(See Notes) 1.3940 40.314 0.098333 Tr(1'-0) 45.42 T(6'-0) 150 12'-0 9'-8 60'-8½9.562 9'-8 48'-8½308 311 1¼(See Notes) 1.3940 42.49013.17 0.157487 Flow (q) from Route 9 58.59 E(8'-0), 4Tr(1'-0) 150 9'-0 9'-8 83'-5½12.675 9'-8 74'-5½311 312 1¼(See Notes) 1.3940 52.052 0.151909 Tr(1'-0) 57.46 8Tr(1'-0) 150 12'-0 9'-8 51'-5½4.021 9'-8 39'-5½312 314 1½(See Notes) 1.5980 64.727 0.07811357.46 4Tr(1'-0), T(8'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 9'-8 14'-6½0.378 9'-8 2'-6½314 320 2 (See Notes) 2.0030 68.748 0.02599957.46 Tr(2'-0), T(10'-0) 150 23'-0 4'-11 37'-1 2.061 3.506 9'-8 14'-1320 318 2 (See Notes) 2.0030 69.12657.96 0.094484 Flow (q) from Route 6 115.41 2E(11'-0), cplg(1'-0) 150 3'-7 1'-4 0.584 0.051 4'-11 1'-4318 324 2½ 2.6350 74.692 0.037551115.41 120 10'-3½ 3'-0 10'-3½ 0.246 1.261 3'-7 0'-0324 325 2 (See Notes) 2.0670 75.327 0.122495115.41 BV(6'-0), fE(4'-3½) 120 16'-5½ 3'-0 17'-5 0.655 3'-0 0'-11½325 117 2½(See Notes) 2.6350 76.833 0.037551115.41 PO(16'-5½) 120 38'-10½ -11'-8½216'-10½ 6.377 0.785 3'-0 177'-11½117 12 4 (See Notes) 4.2600 77.488 0.003619115.41 2fT(16'-0), E(6'-10½) 120 20'-8 -19'-2 70'-7 3.239 0.255 -11'-8½49'-1112 37 4 (See Notes) 4.2600 84.650 0.003619115.41 3E(6'-10½), Gauge 1 120 28'-11½ -20'-4½29'-6 0.523 0.107 -19'-2 0'-6½37 319 4 (See Notes) 4.2600 88.144 0.003619115.41 CV(28'-11½) 120 18'-0 -26'-2½37'-0½ 2.524 0.006 -20'-4½19'-0½319 14 8 (See Notes) 7.9810 88.774 0.000170115.41 E(18'-0) 120 113'-7 -26'-2½538'-0½0.072 -26'-2½424'-5½14 15 8 (See Notes) 7.7100 91.304 0.000133115.41 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -17'-8½8'-6 -3.685 0.006 -26'-2½8'-615 2 6 (See Notes) 6.0650 91.376 0.000648115.41 S 120 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2 100.00 Hose Allowance At Source 215.41 Route 1Total(Pt) 87.697 12'-0 9'-8 18'-4 -0.695 1.564 8'-1 6'-41309 303 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 21.28722.61 0.085356 Sprinkler, 22.61 4.9 E(7'-0), T(5'-0) 150 22.156 Total(Pt)Route 2 12'-0 9'-8 18'-6½ -0.695 1.637 8'-1 6'-6½1310 333 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 22.05823.01 0.088210 Sprinkler, 23.01 4.9 E(7'-0), T(5'-0) 150 9'-0 9'-8 39'-4 0.285 9'-8 30'-4333 330 1¼(See Notes) 1.3940 23.000 0.00724311.09 T(6'-0), 3Tr(1'-0) 150 23.285 Total(Pt)Route 3 14'-0 9'-8 16'-1 -0.695 1.426 8'-1 2'-11311 334 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 22.17923.08 0.088658 Sprinkler, 23.08 4.9 2E(7'-0) 150 6'-0 9'-8 8'-6½0.240 9'-8 2'-6½334 335 1¼(See Notes) 1.3940 22.910 0.02809723.08 C(6'-0) 150 9'-0 9'-8 44'-11 2.728 9'-8 35'-11335 306 1¼(See Notes) 1.3940 23.14911.92 0.060720 Flow (q) from Route 11 35.00 3Tr(1'-0), T(6'-0) 150 25.878 Total(Pt)Route 4 17'-0 9'-8 26'-1½ -0.695 2.532 8'-1 9'-1½1312 331 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 24.42424.22 0.096931 Sprinkler, 24.22 4.9 E(7'-0), 2T(5'-0) 150 26.261 Total(Pt)Route 5 10'-0 9'-8 12'-10 0.340 9'-8 2'-10322 320 2 • • • • • Route 6 • • • • •(See Notes) 2.0030 68.78657.96 0.026420 Flow (q) from Route 7 57.96 T(10'-0) 150 69.126 Total(Pt)Route 6 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15'-0 9'-8 78'-9½11.728 9'-8 63'-9½326 327 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 40.3263.79 + 53.03 0.148841 Flow (q) from Route 8 and 10 56.83 E(8'-0), 7Tr(1'-0) 150 8'-0 9'-8 82'-5½12.726 9'-8 74'-5½327 328 1¼(See Notes) 1.3940 52.0541.13 0.154367 Flow (q) from Route 12 57.96 8Tr(1'-0) 150 11'-0 9'-8 50'-5½4.007 9'-8 39'-5½328 322 1½(See Notes) 1.5980 64.780 0.07937757.96 3Tr(1'-0), T(8'-0) 150 68.786 Total(Pt)Route 7 7'-0 9'-8 12'-5½0.012 9'-8 5'-5½307 326 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 40.314 0.000996 C(6'-0) 3.79 Tr(1'-0) 150 40.326 Total(Pt)Route 8 7'-0 9'-8 14'-10 0.148 9'-8 7'-10307 329 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 40.314 0.009952 C(6'-0) 13.17 Tr(1'-0) 150 18'-0 9'-8 60'-4½1.897 9'-8 42'-4½329 336 1 (See Notes) 1.1010 40.461 0.03140413.17 4Tr(1'-0), 2E(7'-0) 150 2'-0 9'-8 13'-3 0.132 9'-8 11'-3336 308 1¼(See Notes) 1.3940 42.358 0.00995213.17 2Tr(1'-0) 150 42.490 Total(Pt)Route 9 22'-0 9'-8 110'-4½14.457 9'-8 88'-4½323 326 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 25.869 0.130976 Tr(1'-0) 53.03 2T(6'-0), 9Tr(1'-0) 150 40.326 Total(Pt)Route 10 7'-0 9'-8 18'-1 0.150 9'-8 11'-1333 335 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 23.00011.09 0.008283 Flow (q) from Route 3 11.92 T(6'-0), Tr(1'-0) 150 23.149 Total(Pt)Route 11 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 9'-8 17'-4½0.002 9'-8 5'-4½311 327 1¼• • • • • Route 12 • • • • •(See Notes) 1.3940 52.052 0.000106 C(6'-0) 1.13 C(6'-0) 150 52.054 Total(Pt)Route 12 © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 7 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 13AutoSPRINK 2019 v15.1.15.0 1:28:52AM7 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta 3rd Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 542ft²) Coverage per Sprinkler: 225ft² Type of sprinklers calculated: 4 ONE BEDROOM NONE 8Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2100.00 (including Hose Streams where applicable):Total Water Required 83.706@191.07From Water Supply at Node 2:(Safety Margin = 15.139 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin Right: 83.706Left: 83.706Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:29:42AM8 Hydraulic Graph Supply Node: 2 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:29:44AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (8) Job Number: 1007 Sprinkler 1313 22.50 22.50 4.9 21.085 Sprinkler 1314 22.67 22.50 4.9 21.397 Sprinkler 1315 22.75 22.50 4.9 21.554 Sprinkler 1316 23.15 22.50 4.9 22.328 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:29:46AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0002 83.706191.072500.00 98.84599.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -17'-8½91.0783.706Supply2 9'-1 22.5021.085Sprinkler1313 9'-1 22.6721.397Sprinkler1314 8'-1 22.7521.554Sprinkler1315 9'-1 23.1522.328Sprinkler1316 23'-3½100.000Hose10 Hos -11'-8½80.81712 -26'-2½87.34114 -26'-2½87.38815 23'-3½100.000Hose16 Hos 13'-8½100.000Hose17 Hos -19'-2 84.22137 3'-0 73.934117 9'-8 22.566300 9'-8 24.667301 9'-8 33.478304 9'-8 39.414306 9'-8 48.926307 9'-8 50.330308 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:29:48AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 56.498311 9'-8 64.676312 9'-8 67.270314 4'-11 71.836318 -20'-4½84.814319 9'-8 67.514320 9'-8 22.380321 9'-8 67.295322 9'-8 39.414323 3'-7 72.452324 3'-0 73.511325 9'-8 48.932326 9'-8 56.500327 9'-8 64.710328 9'-8 49.022329 9'-8 50.245336 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:29:48AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 9'-8 20'-7½ -0.262 1.743 9'-1 12'-71313 300 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 21.08522.50 0.084606 Sprinkler, 22.50 4.9 E(7'-0), Tr(1'-0) 150 5'-0 9'-8 6'-8½2.100 9'-8 1'-8½300 301 1 (See Notes) 1.1010 22.56623.15 0.313256 Flow (q) from Route 4 45.65 T(5'-0) 150 14'-0 9'-8 24'-9 8.812 9'-8 10'-9301 304 1¼(See Notes) 1.3940 24.66745.42 0.356160 Flow (q) from Route 2 91.07 E(8'-0), T(6'-0) 150 10'-0 9'-8 54'-6 5.936 9'-8 44'-6304 306 1¼(See Notes) 1.3940 33.478 0.10893648.00 4Tr(1'-0), T(6'-0) 150 7'-0 9'-8 84'-10 9.512 9'-8 77'-10306 307 1¼(See Notes) 1.3940 39.4140.76 0.112137 Flow (q) from Route 6 48.76 7Tr(1'-0) 150 7'-0 9'-8 22'-1½1.404 9'-8 15'-1½307 308 1¼(See Notes) 1.3940 48.926 0.063431 Tr(1'-0) 35.84 T(6'-0) 150 12'-0 9'-8 60'-8½6.168 9'-8 48'-8½308 311 1¼(See Notes) 1.3940 50.33010.39 0.101589 Flow (q) from Route 9 46.23 E(8'-0), 4Tr(1'-0) 150 9'-0 9'-8 83'-5½8.177 9'-8 74'-5½311 312 1¼(See Notes) 1.3940 56.498 0.098005 Tr(1'-0) 45.34 8Tr(1'-0) 150 12'-0 9'-8 51'-5½2.594 9'-8 39'-5½312 314 1½(See Notes) 1.5980 64.676 0.05039545.34 4Tr(1'-0), T(8'-0) 150 12'-0 9'-8 14'-6½0.244 9'-8 2'-6½314 320 2 (See Notes) 2.0030 67.270 0.01677345.34 Tr(2'-0), T(10'-0) 150 23'-0 4'-11 37'-1 2.061 2.262 9'-8 14'-1320 318 2 (See Notes) 2.0030 67.51445.73 0.060956 Flow (q) from Route 5 91.07 2E(11'-0), cplg(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:29:51AM8 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3'-7 1'-4 0.584 0.033 4'-11 1'-4318 324 2½ 2.6350 71.836 0.02422691.07 120 10'-3½ 3'-0 10'-3½ 0.246 0.813 3'-7 0'-0324 325 2 (See Notes) 2.0670 72.452 0.07902891.07 BV(6'-0), fE(4'-3½) 120 16'-5½ 3'-0 17'-5 0.422 3'-0 0'-11½325 117 2½(See Notes) 2.6350 73.511 0.02422691.07 PO(16'-5½) 120 38'-10½ -11'-8½216'-10½ 6.377 0.506 3'-0 177'-11½117 12 4 (See Notes) 4.2600 73.934 0.00233591.07 2fT(16'-0), E(6'-10½) 120 20'-8 -19'-2 70'-7 3.239 0.165 -11'-8½49'-1112 37 4 (See Notes) 4.2600 80.817 0.00233591.07 3E(6'-10½), Gauge 1 120 28'-11½ -20'-4½29'-6 0.523 0.069 -19'-2 0'-6½37 319 4 (See Notes) 4.2600 84.221 0.00233591.07 CV(28'-11½) 120 18'-0 -26'-2½37'-0½ 2.524 0.004 -20'-4½19'-0½319 14 8 (See Notes) 7.9810 84.814 0.00011091.07 E(18'-0) 120 113'-7 -26'-2½538'-0½0.046 -26'-2½424'-5½14 15 8 (See Notes) 7.7100 87.341 0.00008691.07 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -17'-8½8'-6 -3.685 0.004 -26'-2½8'-615 2 6 (See Notes) 6.0650 87.388 0.00041891.07 S 120 2 100.00 Hose Allowance At Source 191.07 Route 1Total(Pt) 83.706 12'-0 9'-8 14'-6 -0.262 1.244 9'-1 2'-61314 321 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 21.39722.67 0.085765 Sprinkler, 22.67 4.9 E(7'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:29:51AM8 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-8 23'-3 2.287 9'-8 16'-3321 301 1¼(See Notes) 1.3940 22.38022.75 0.098317 Flow (q) from Route 3 45.42 T(6'-0), Tr(1'-0) 150 24.667 Total(Pt)Route 2 8'-0 9'-8 17'-7½ -0.695 1.521 8'-1 9'-7½1315 321 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 21.55422.75 0.086347 Sprinkler, 22.75 4.9 E(7'-0), Tr(1'-0) 150 22.380 Total(Pt)Route 3 5'-0 9'-8 5'-7½ -0.262 0.500 9'-1 0'-7½1316 300 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 22.32823.15 0.089211 Sprinkler, 23.15 4.9 T(5'-0) 150 22.566 Total(Pt)Route 4 10'-0 9'-8 12'-10 0.219 9'-8 2'-10322 320 2 • • • • • Route 5 • • • • •(See Notes) 2.0030 67.29545.73 0.017045 Flow (q) from Route 7 45.73 T(10'-0) 150 67.514 Total(Pt)Route 5 7'-0 9'-8 12'-1½0.001 9'-8 5'-1½323 306 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 39.414 0.000051 T(6'-0) 0.76 Tr(1'-0) 150 39.414 Total(Pt)Route 6 15'-0 9'-8 78'-9½7.567 9'-8 63'-9½326 327 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 48.9322.54 + 42.31 0.096039 Flow (q) from Route 8 and 10 44.84 E(8'-0), 7Tr(1'-0) 150 8'-0 9'-8 82'-5½8.210 9'-8 74'-5½327 328 1¼(See Notes) 1.3940 56.5000.89 0.099590 Flow (q) from Route 11 45.73 8Tr(1'-0) 150 11'-0 9'-8 50'-5½2.585 9'-8 39'-5½328 322 1½(See Notes) 1.5980 64.710 0.05121045.73 3Tr(1'-0), T(8'-0) 150 67.295 Total(Pt)Route 7 7'-0 9'-8 12'-5½0.006 9'-8 5'-5½307 326 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 48.926 0.000472 C(6'-0) 2.54 Tr(1'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:29:51AM8 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48.932 Total(Pt)Route 8 7'-0 9'-8 14'-10 0.095 9'-8 7'-10307 329 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 48.926 0.006420 C(6'-0) 10.39 Tr(1'-0) 150 18'-0 9'-8 60'-4½1.223 9'-8 42'-4½329 336 1 (See Notes) 1.1010 49.022 0.02025710.39 4Tr(1'-0), 2E(7'-0) 150 2'-0 9'-8 13'-3 0.085 9'-8 11'-3336 308 1¼(See Notes) 1.3940 50.245 0.00642010.39 2Tr(1'-0) 150 50.330 Total(Pt)Route 9 17'-0 9'-8 66'-7½5.936 9'-8 49'-7½304 323 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 33.478 0.089113 T(6'-0) 43.07 5Tr(1'-0), T(6'-0) 150 22'-0 9'-8 110'-4½9.518 9'-8 88'-4½323 326 1¼(See Notes) 1.3940 39.414 0.086235 Tr(1'-0) 42.31 2T(6'-0), 9Tr(1'-0) 150 48.932 Total(Pt)Route 10 12'-0 9'-8 17'-4½0.001 9'-8 5'-4½311 327 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 56.498 0.000068 C(6'-0) 0.89 C(6'-0) 150 56.500 Total(Pt)Route 11 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:29:51AM8 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 8 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:29:51AM8 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta 4th Calculation Date: 8/13/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 543ft²) Coverage per Sprinkler: 225ft² Type of sprinklers calculated: 4 GUEST ROOM - 4th FLOOR NONE 9Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 1100.00 (including Hose Streams where applicable):Total Water Required 57.722@100.00From Water Supply at Node 1:(Safety Margin = 44.330 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:00:49AM9 Hydraulic Graph Supply Node: 1 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:00:52AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (9) Job Number: 1007 Sprinkler 1400 22.50 22.50 4.9 21.085 Sprinkler 1401 22.60 22.50 4.9 21.271 Sprinkler 1402 23.34 22.50 4.9 22.685 Sprinkler 1403 24.15 22.50 4.9 24.295 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:00:53AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0001 57.722100.002500.00 102.05299.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -27'-11½92.5954.598Supply3 9'-1 22.5021.085Sprinkler1400 8'-1 22.6021.271Sprinkler1401 9'-1 23.3422.685Sprinkler1402 9'-1 24.1524.295Sprinkler1403 -38'-2 58.586Supply2 2'-10 100.000Hose10 Hos -32'-2 55.98512 -46'-8 62.27114 -46'-8 62.27115 2'-10 100.000Hose16 Hos -6'-9 100.00017 -36'-5½58.23236 -21'-6 51.11462 -21'-6 51.07777 -21'-0 50.89178 -21'-0 50.881107 -21'-0 50.881108 -21'-0 50.886109 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:00:56AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -21'-0 50.897110 -28'-6 54.256111 -30'-7½55.704116 -21'-6 51.102118 -21'-6 51.103119 -29'-5 55.110122 -21'-6 51.103135 -21'-6 51.103155 -21'-6 51.103156 -21'-6 48.629220 -21'-6 48.585222 -21'-6 48.711227 -21'-0 50.881235 -21'-6 51.102253 -21'-6 51.098288 -21'-6 48.324325 -21'-6 48.329332 -21'-6 48.308335 -21'-6 51.098342 9'-8 21.985400 9'-8 27.265401 9'-8 27.943402 9'-8 28.642403 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:00:56AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 29.036404 9'-8 36.355405 9'-8 36.484406 3'-0 40.637408 9'-8 21.965409 9'-8 24.172410 9'-8 25.378411 9'-8 25.520412 9'-8 26.251413 9'-8 28.285414 9'-8 28.932415 9'-8 29.796416 9'-8 32.027417 9'-8 36.301418 9'-8 31.955419 9'-8 32.027420 9'-8 36.132421 9'-8 27.116422 9'-8 28.817423 9'-8 36.208424 8'-3½28.405425 8'-3½28.968426 9'-8 26.933427 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:00:56AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -21'-6 47.820462 -21'-6 47.618464 -22'-0 51.496586 13'-1 100.000Hose618 T(1 -22'-0 51.515622 13'-1 100.000Hose628 T(1 3'-0 40.318637 -21'-11½51.701747 -24'-0 44.035885 -24'-0 43.428913 -20'-10 43.884952 -21'-6 46.423953 3'-6 100.000Hose1777 Hos -36'-5½58.2801913 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:00:56AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 9'-8 13'-9 -0.262 1.162 9'-1 1'-91400 400 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 21.08522.50 0.084606 Sprinkler, 22.50 4.9 E(7'-0), T(5'-0) 150 10'-0 9'-8 51'-1 5.280 9'-8 41'-1400 401 1 (See Notes) 1.1010 21.9852.58 0.103406 Flow (q) from Route 2 25.08 3Tr(1'-0), E(7'-0) 150 7'-0 9'-8 20'-8 0.678 9'-8 13'-8401 402 1¼(See Notes) 1.3940 27.265 0.03277125.08 Tr(1'-0), C(6'-0) 150 7'-0 9'-8 23'-1½0.699 9'-8 16'-1½402 403 1¼(See Notes) 1.3940 27.943 0.03024924.02 Tr(1'-0), T(6'-0) 150 4'-0 9'-8 34'-2½0.394 9'-8 30'-2½403 404 1¼(See Notes) 1.3940 28.642 0.01151914.25 4Tr(1'-0) 150 47'-0 9'-8 285'-1 7.318 9'-8 238'-1404 405 1¼(See Notes) 1.3940 29.0367.73 0.025672 Flow (q) from Route 23 21.98 25Tr(1'-0), 2E(8'-0), T(6'-0) 150 10'-0 9'-8 14'-11 0.129 9'-8 4'-11405 406 2 (See Notes) 2.0030 36.3559.76 0.008673 Flow (q) from Route 24 31.74 T(10'-0) 150 18'-3½ 3'-0 30'-8 2.890 0.944 9'-8 12'-4½406 637 2 (See Notes) 2.0030 36.48431.20 0.030777 Flow (q) from Route 3 62.94 E(11'-0), 3cplg(1'-0), CV, BV, fE(4'-3½) 150 19'-0 3'-0 19'-0 0.319 3'-0 0'-0637 408 2½(See Notes) 2.4690 40.318 0.01679362.94 BV(7'-0), PO(12'-0) 120 -22'-0 25'-0 10.830 0.029 3'-0 25'-0408 586 4 (See Notes) 4.2600 40.637 0.00117962.94 T(26'-4) 120 58'-4 -22'-0 58'-4 0.018 -22'-0 0'-0586 622 4 (See Notes) 4.2600 51.496 0.000315 fT(16'-0) 30.86 120 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 22'-10½ -21'-11½186'-2 -0.018 0.204 -22'-0 163'-3622 747 4 (See Notes) 4.2600 51.51529.65 0.001096 Flow (q) from Route 6 60.51 E(6'-10½), fT(16'-0) 120 20'-8 -29'-5 70'-7 3.239 0.170 -21'-11½49'-11747 122 4 (See Notes) 4.2600 51.70132.08 0.002408 Flow (q) from Route 5 92.59 3E(6'-10½), Gauge 1 120 28'-11½ -30'-7½29'-6 0.523 0.071 -29'-5 0'-6½122 116 4 (See Notes) 4.2600 55.110 0.00240892.59 CV(28'-11½) 120 18'-0 -36'-5½37'-0½ 2.524 0.004 -30'-7½19'-0½116 36 8 (See Notes) 7.9810 55.704 0.00011392.59 E(18'-0) 120 113'-7 -36'-5½538'-0½0.048 -36'-5½424'-5½36 1913 8 (See Notes) 7.7100 58.232 0.00008992.59 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -27'-11½8'-6 -3.685 0.004 -36'-5½8'-61913 3 6 (See Notes) 6.0650 58.280 0.00043192.59 S 120 3 100.00 Hose Allowance At Source 192.59 Route 1Total(Pt) 54.598 12'-0 9'-8 16'-3½ -0.695 1.389 8'-1 4'-3½1401 409 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 21.27122.60 0.085298 Sprinkler, 22.60 4.9 E(7'-0), T(5'-0) 150 1'-0 9'-8 13'-5 0.021 9'-8 12'-5409 400 1 (See Notes) 1.1010 21.965 0.0015372.58 Tr(1'-0) 150 21.985 Total(Pt)Route 2 12'-0 9'-8 19'-4 -0.262 1.749 9'-1 7'-41402 410 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 22.68523.34 0.090529 Sprinkler, 23.34 4.9 E(7'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-8 13'-4 1.205 9'-8 6'-4410 411 1¼(See Notes) 1.3940 24.17220.02 0.090244 Flow (q) from Route 28 43.36 Tr(1'-0), T(6'-0) 150 7'-0 9'-8 13'-3½0.143 9'-8 6'-3½411 412 1¼(See Notes) 1.3940 25.378 0.010727 T(6'-0) 13.71 Tr(1'-0) 150 6'-0 9'-8 10'-5 0.731 9'-8 4'-5412 413 1¼(See Notes) 1.3940 25.52024.15 0.070232 Flow (q) from Route 4 37.86 T(6'-0) 150 9'-0 9'-8 45'-8 1.692 9'-8 36'-8413 402 1 (See Notes) 1.1010 26.251 0.037062 T(5'-0) 14.40 4Tr(1'-0) 150 9'-0 9'-8 25'-6½0.342 9'-8 16'-6½402 414 1¼(See Notes) 1.3940 27.943 0.013399 C(6'-0) 15.46 3Tr(1'-0) 150 2'-0 9'-8 15'-8½0.647 9'-8 13'-8½414 415 1¼(See Notes) 1.3940 28.28512.91 0.041192 Flow (q) from Route 26 28.38 2Tr(1'-0) 150 1'-0 9'-8 17'-7 0.864 9'-8 16'-7415 416 1¼(See Notes) 1.3940 28.932 0.04909231.20 Tr(1'-0) 150 22'-0 9'-8 91'-1 2.231 9'-8 69'-1416 417 1¼(See Notes) 1.3940 29.796 0.024497 Tr(1'-0) 21.43 7Tr(1'-0), T(6'-0), E(8'-0) 150 23'-0 9'-8 176'-10 4.274 9'-8 153'-10417 418 1¼(See Notes) 1.3940 32.027 0.024169 Tr(1'-0) 21.27 16Tr(1'-0), T(6'-0) 150 12'-0 9'-8 21'-9 0.183 9'-8 9'-9418 406 2 (See Notes) 2.0030 36.3019.93 0.008402 Flow (q) from Route 21 31.20 Tr(2'-0), T(10'-0) 150 36.484 Total(Pt)Route 3 12'-0 9'-8 15'-5 -0.262 1.487 9'-1 3'-51403 412 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 24.29524.15 0.096457 Sprinkler, 24.15 4.9 E(7'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 25.520 Total(Pt)Route 4 38'-10½ -32'-2 212'-4 4.417 0.072 -22'-0 173'-5½586 12 4 • • • • • Route 5 • • • • •(See Notes) 4.2600 51.49630.86 0.000339 Flow (q) from Route 1 32.08 2fT(16'-0), E(6'-10½) 120 99'-8 -21'-11½443'-10½ -4.435 0.150 -32'-2 344'-2½12 747 4 (See Notes) 4.2600 55.985 0.00033932.08 6E(6'-10½), 2fT(16'-0), C(26'-4 ) 120 51.701 Total(Pt)Route 5 59'-4½ -22'-0 271'-1½ -2.821 0.079 -28'-6 211'-9111 622 4 • • • • • Route 6 • • • • •(See Notes) 4.2600 54.25629.65 0.000293 Flow (q) from Route 7 29.65 4E(6'-10½), fT(16'-0), BV(15'-9 ½) 120 51.515 Total(Pt)Route 6 -21'-0 6'-6½0.007 -21'-0 6'-6½78 110 3 • • • • • Route 7 • • • • • 3.2600 50.89120.55 + 8.70 0.001051 Flow (q) from Route 8 and 10 29.25 120 73'-6½ -28'-6 97'-0 3.254 0.105 -21'-0 23'-5½110 111 3 (See Notes) 3.2600 50.8970.40 0.001078 Flow (q) from Route 15 29.65 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 54.256 Total(Pt)Route 7 7'-0 -21'-6 23'-1½0.301 -21'-6 16'-1½332 220 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 48.3293.08 + 8.01 + 4.13 0.013008 Flow (q) from Route 11 and 16 and 17 15.22 cplg(1'-0), T(6'-0) 150 19'-0 -21'-0 105'-0½ -0.217 2.469 -21'-6 86'-0½220 235 1¼(See Notes) 1.3940 48.6295.73 0.023501 Flow (q) from Route 9 20.95 9Tr(1'-0), cplg(1'-0), E(3'-0), PO(6'-0) 150 -21'-0 8'-7 0.005 -21'-0 8'-7235 109 3 3.2600 50.881 0.00054420.48 120 -21'-0 8'-2 0.004 -21'-0 8'-2109 78 3 3.2600 50.8860.07 0.000547 Flow (q) from Route 12 20.55 120 50.891 Total(Pt)Route 8 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2'-0 -21'-6 20'-10½0.045 -21'-6 18'-10½222 220 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 48.585 0.0021385.73 2Tr(1'-0) 150 48.629 Total(Pt)Route 9 6'-0 -21'-6 8'-4½0.016 -21'-6 2'-4½335 325 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 48.308 0.0019125.40 T(6'-0) 150 6'-0 -21'-6 22'-1½0.261 -21'-6 16'-1½325 222 1¼(See Notes) 1.3940 48.3249.03 0.011786 Flow (q) from Route 18 14.43 T(6'-0) 150 11'-0 -21'-6 27'-3 0.126 -21'-6 16'-3222 227 1¼(See Notes) 1.3940 48.5855.73 0.004618 Flow (q) from Route 9 8.70 3Tr(1'-0), E(8'-0) 150 25'-0 -21'-6 162'-5 2.367 -21'-6 137'-5227 77 1 (See Notes) 1.1010 48.711 0.0145728.70 2E(7'-0), 11Tr(1'-0) 150 6'-0 -21'-0 6'-6 -0.217 0.030 -21'-6 0'-677 78 1¼(See Notes) 1.3940 51.077 0.0046188.70 PO(6'-0) 150 50.891 Total(Pt)Route 10 12'-0 -21'-6 15'-11½ 0.289 2.250 -20'-10 3'-11½952 953 1 • • • • • Route 11 • • • • •(See Notes) 1.1010 43.88429.65 0.140941 Flow (q) from Route 14 29.65 E(7'-0), T(5'-0) 150 6'-0 -21'-6 16'-7½1.195 -21'-6 10'-7½953 464 1 (See Notes) 1.1010 46.423 0.07197020.62 Tr(1'-0), T(5'-0) 150 13'-0 -21'-6 49'-8 0.690 -21'-6 36'-8464 335 1 (See Notes) 1.1010 47.618 0.013898 T(5'-0) 8.48 3Tr(1'-0), T(5'-0) 150 14'-0 -21'-6 30'-6½0.021 -21'-6 16'-6½335 332 1¼(See Notes) 1.3940 48.3085.40 0.000676 Flow (q) from Route 10 3.08 2Tr(1'-0), T(6'-0), C(6'-0) 150 48.329 Total(Pt)Route 11 © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 20'-2 -21'-0 27'-6½0.000 -21'-0 7'-4½235 108 3 • • • • • Route 12 • • • • •(See Notes) 3.2600 50.88120.48 0.000000 Flow (q) from Route 8 0.47 PO(20'-2) 120 40'-4 -21'-0 49'-10 0.000 -21'-0 9'-6½108 107 3 (See Notes) 3.2600 50.881 0.000000 PO(20'-2) 0.22 PO(20'-2) 120 8'-0 -21'-6 8'-6 0.217 0.000 -21'-0 0'-6107 342 1¼(See Notes) 1.3940 50.881 0.0000050.22 E(8'-0) 150 47'-0 -21'-6 250'-7½0.004 -21'-6 203'-7½342 253 1 (See Notes) 1.1010 51.098 0.0000160.22 21Tr(1'-0), 3E(7'-0), C(5'-0) 150 7'-0 -21'-6 19'-1½0.000 -21'-6 12'-1½253 118 1¼(See Notes) 1.3940 51.102 0.0000050.22 Tr(1'-0), T(6'-0) 150 7'-0 -21'-6 21'-7½0.000 -21'-6 14'-7½118 119 1¼(See Notes) 1.3940 51.1020.25 0.000021 Flow (q) from Route 13 0.47 Tr(1'-0), T(6'-0) 150 18'-0 -21'-6 174'-5 0.000 -21'-6 156'-5119 155 1¼(See Notes) 1.3940 51.103 0.0000010.07 18Tr(1'-0) 150 7'-0 -21'-6 8'-1 0.000 -21'-6 1'-1155 156 1 (See Notes) 1.1010 51.103 0.0000020.07 E(7'-0) 150 6'-0 -21'-0 6'-6 -0.217 0.000 -21'-6 0'-6156 109 1¼(See Notes) 1.3940 51.103 0.0000010.07 PO(6'-0) 150 50.886 Total(Pt)Route 12 8'-0 -21'-6 8'-6 0.217 0.000 -21'-0 0'-6108 288 1¼• • • • • Route 13 • • • • •(See Notes) 1.3940 50.8810.22 0.000007 Flow (q) from Route 12 0.25 E(8'-0) 150 36'-0 -21'-6 194'-10 0.004 -21'-6 158'-10288 118 1 (See Notes) 1.1010 51.098 0.0000210.25 17Tr(1'-0), 2E(7'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 13AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 51.102 Total(Pt)Route 13 -24'-0 3'-5 0.606 -24'-0 3'-5913 885 1 • • • • • Route 14 • • • • •(See Notes) 1.0490 43.42829.65 0.178388 Flow (q) from Route 25 29.65 BalV 150 18'-1½ -20'-10 26'-0½ -1.373 1.223 -24'-0 7'-11½885 952 1¼(See Notes) 1.3800 44.035 0.04691729.65 2E(4'-6½), T(9'-0½) 150 43.884 Total(Pt)Route 14 6'-0 -21'-0 6'-6 -0.217 0.000 -21'-6 0'-662 110 1¼• • • • • Route 15 • • • • •(See Notes) 1.3940 51.1140.40 0.000015 Flow (q) from Route 19 0.40 PO(6'-0) 150 50.897 Total(Pt)Route 15 7'-0 -21'-6 23'-6½0.201 -21'-6 16'-6½464 462 1¼• • • • • Route 16 • • • • •(See Notes) 1.3940 47.6188.48 0.008564 Flow (q) from Route 11 12.14 Tr(1'-0), T(6'-0) 150 4'-0 -21'-6 40'-8 0.509 -21'-6 36'-8462 332 1 (See Notes) 1.1010 47.820 0.0125278.01 4Tr(1'-0) 150 48.329 Total(Pt)Route 16 37'-0 -21'-6 138'-7½0.509 -21'-6 101'-7½462 332 1 • • • • • Route 17 • • • • •(See Notes) 1.1010 47.8208.01 0.003674 Flow (q) from Route 16 4.13 8Tr(1'-0), 2T(5'-0), 2E(7'-0), C( 5'-0) 150 48.329 Total(Pt)Route 17 33'-0 -21'-6 121'-7½1.901 -21'-6 88'-7½953 325 1 • • • • • Route 18 • • • • •(See Notes) 1.1010 46.42320.62 0.015631 Flow (q) from Route 11 9.03 7Tr(1'-0), 3E(7'-0), T(5'-0) 150 48.324 Total(Pt)Route 18 32'-0 -21'-6 224'-6½0.011 -21'-6 192'-6½135 62 1 • • • • • Route 19 • • • • •(See Notes) 1.1010 51.1030.40 0.000049 Flow (q) from Route 20 0.40 2E(7'-0), 18Tr(1'-0) 150 51.114 Total(Pt)Route 19 © M.E.P.CAD, Inc.8/13/2020 Page 14AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 -21'-6 28'-3½0.000 -21'-6 20'-3½119 135 1¼• • • • • Route 20 • • • • •(See Notes) 1.3940 51.1030.07 0.000015 Flow (q) from Route 12 0.40 2Tr(1'-0), T(6'-0) 150 51.103 Total(Pt)Route 20 6'-0 9'-8 12'-7 0.072 9'-8 6'-7419 420 1¼• • • • • Route 21 • • • • •(See Notes) 1.3940 31.9559.77 0.005733 Flow (q) from Route 27 9.77 T(6'-0) 150 32'-0 9'-8 220'-4½4.105 9'-8 188'-4½420 421 1 (See Notes) 1.1010 32.0270.16 0.018626 Flow (q) from Route 22 9.93 18Tr(1'-0), 2E(7'-0) 150 9'-0 9'-8 28'-8½0.169 9'-8 19'-8½421 418 1¼(See Notes) 1.3940 36.132 0.0059039.93 3Tr(1'-0), T(6'-0) 150 36.301 Total(Pt)Route 21 13'-0 9'-8 27'-10 0.000 9'-8 14'-10417 420 1¼• • • • • Route 22 • • • • •(See Notes) 1.3940 32.027 0.000003 T(6'-0) 0.16 Tr(1'-0), T(6'-0) 150 32.027 Total(Pt)Route 22 18'-0 9'-8 87'-2 1.816 9'-8 69'-2422 415 1 • • • • • Route 23 • • • • •(See Notes) 1.1010 27.11610.55 0.020838 Flow (q) from Route 30 10.55 6Tr(1'-0), E(7'-0), C(5'-0) 150 12'-0 9'-8 28'-1½0.104 9'-8 16'-1½415 404 1¼(See Notes) 1.3940 28.932 0.003711 C(6'-0) 7.73 T(6'-0) 150 29.036 Total(Pt)Route 23 70'-0 9'-8 409'-3 7.391 9'-8 339'-3423 424 1 • • • • • Route 24 • • • • •(See Notes) 1.1010 28.8179.76 0.018059 Flow (q) from Route 29 9.76 5E(7'-0), 30Tr(1'-0), T(5'-0) 150 8'-0 9'-8 25'-8 0.147 9'-8 17'-8424 405 1¼(See Notes) 1.3940 36.208 0.0057239.76 2Tr(1'-0), T(6'-0) 150 36.355 Total(Pt)Route 24 © M.E.P.CAD, Inc.8/13/2020 Page 15AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 8'-3½17'-2½ 0.605 2.423 9'-8 5'-2½411 425 1 • • • • • Route 25 • • • • •(See Notes) 1.1010 25.37813.71 0.140941 Flow (q) from Route 3 29.65 T(5'-0), E(7'-0) 150 6'-0 8'-3½7'-11 0.562 8'-3½1'-11425 426 1¼(See Notes) 1.3800 28.405 0.07089529.65 2E(3'-0), BalV 120 15'-0 -24'-0 48'-3½ 13.982 0.479 8'-3½33'-3½426 913 2 (See Notes) 2.0670 28.968 0.00991129.65 E(5'-0), T(10'-0) 120 43.428 Total(Pt)Route 25 7'-0 9'-8 23'-6½0.682 9'-8 16'-6½413 427 1¼• • • • • Route 26 • • • • •(See Notes) 1.3940 26.25114.40 0.028974 Flow (q) from Route 3 23.46 Tr(1'-0), T(6'-0) 150 8'-0 9'-8 44'-8 1.353 9'-8 36'-8427 414 1 (See Notes) 1.1010 26.933 0.03028812.91 3Tr(1'-0), T(5'-0) 150 28.285 Total(Pt)Route 26 41'-0 9'-8 119'-4½2.159 9'-8 78'-4½416 419 1 • • • • • Route 27 • • • • •(See Notes) 1.1010 29.796 0.018089 T(5'-0) 9.77 4E(7'-0), 8Tr(1'-0) 150 31.955 Total(Pt)Route 27 15'-0 9'-8 32'-4½2.208 9'-8 17'-4½409 410 1 • • • • • Route 28 • • • • •(See Notes) 1.1010 21.9652.58 0.068177 Flow (q) from Route 2 20.02 2E(7'-0), Tr(1'-0) 150 24.172 Total(Pt)Route 28 12'-0 9'-8 30'-7 0.175 9'-8 18'-7403 423 1¼• • • • • Route 29 • • • • •(See Notes) 1.3940 28.64214.25 0.005723 Flow (q) from Route 1 9.76 4Tr(1'-0), E(8'-0) 150 28.817 Total(Pt)Route 29 9'-0 9'-8 27'-9½0.184 9'-8 18'-9½427 422 1¼• • • • • Route 30 • • • • •(See Notes) 1.3940 26.93312.91 0.006604 Flow (q) from Route 26 10.55 2Tr(1'-0), cplg(1'-0), T(6'-0) 150 27.116 Total(Pt)Route 30 © M.E.P.CAD, Inc.8/13/2020 Page 16AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 9 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 17AutoSPRINK 2019 v15.1.15.0 1:00:58AM9 Hydraulic Calculations Location: 76-675 HIGHWAY 111, LA QUINTA, CA 92253, Project Name: RESIDENCE INN & SUITES Drawing Name: Residence Inn - La Quinta Roof Calculation Date: 8/13/2020 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500ft² (Actual 714ft²) Coverage per Sprinkler: 224ft² Type of sprinklers calculated: 4 ROOF NONE 10Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Upright No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2100.00 (including Hose Streams where applicable):Total Water Required 69.854@100.00From Water Supply at Node 2:(Safety Margin = 33.088 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:THREE M FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 31460 CONGRESSIONAL DRIVE, TEMECULA, CA 92591 (951)297-1063 John McLaughlin N/A N/A Right:Left:Automatic peaking results Notes: 8/13/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 1:45:14AM10 Hydraulic Graph Supply Node: 2 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Date: 8/13/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2020 Page 2AutoSPRINK 2019 v15.1.15.0 1:45:16AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (10) Job Number: 1007 Sprinkler 914 22.40 22.40 5.6 16.000 Sprinkler 915 22.40 22.40 5.6 16.000 Sprinkler 916 23.36 22.40 5.6 17.405 Sprinkler 917 23.41 22.40 5.6 17.482 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2020 Page 3AutoSPRINK 2019 v15.1.15.0 1:45:17AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Date: 8/13/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 81.0002 69.854100.002500.00 102.94299.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'-8 39.995413 0'-8 39.614414 0'-8 39.919415 0'-8 40.783416 0'-8 43.015417 0'-8 47.290418 0'-8 42.943419 0'-8 43.015420 0'-8 47.121421 0'-8 39.933422 0'-8 33.999423 0'-8 47.052424 -0'-8½42.586425 -0'-8½42.983426 0'-8 39.934427 0'-8 33.763465 -31'-0 62.756586 4'-1 100.000618 -31'-0 62.756622 © M.E.P.CAD, Inc.8/13/2020 Page 4AutoSPRINK 2019 v15.1.15.0 1:45:20AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 4'-1 100.000628 -30'-11½62.950747 9'-2 18.355809 9'-2 20.029810 1'-2 31.208811 -33'-0 57.731885 -33'-0 57.303913 -29'-10 57.221952 -30'-6 59.098953 -5'-6 100.000Hose1777 Hos -45'-5½69.5231913 -36'-11½91.5865.842Supply3 9'-5 22.4016.000Sprinkler914 9'-5 22.4016.000Sprinkler915 9'-5 23.3617.405Sprinkler916 9'-5 23.4117.482Sprinkler917 -47'-2 69.854Supply2 -6'-2 100.000Hose10 Hos -41'-2 67.25312 -55'-8 73.53914 -55'-8 73.53915 -6'-2 100.000Hose16 Hos -15'-9 100.00017 © M.E.P.CAD, Inc.8/13/2020 Page 5AutoSPRINK 2019 v15.1.15.0 1:45:20AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -45'-5½69.47636 -30'-0 62.182108 -30'-0 62.182109 -30'-0 62.185110 -30'-0 62.193111 -37'-6 65.521112 -30'-6 60.656129 -30'-6 60.624130 -30'-6 60.713131 -30'-6 60.440132 -30'-6 62.401133 -30'-6 62.402134 -30'-0 62.182143 -30'-0 62.188144 -30'-6 62.384145 -30'-6 60.444146 -30'-6 60.429147 -30'-6 62.399148 -30'-6 62.402149 -30'-6 62.402150 -30'-6 59.942151 -30'-6 62.410152 -30'-6 62.399153 © M.E.P.CAD, Inc.8/13/2020 Page 6AutoSPRINK 2019 v15.1.15.0 1:45:20AM Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Date: 8/13/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -30'-6 60.084154 -30'-6 62.402155 -30'-6 62.401160 -39'-7½66.949163 -38'-5 66.356166 0'-8 39.145401 0'-8 39.060402 0'-8 37.085403 0'-8 39.620404 0'-8 47.311405 0'-8 47.473406 -6'-0 51.423407 -6'-0 51.781408 0'-8 40.221410 0'-8 40.271411 © M.E.P.CAD, Inc.8/13/2020 Page 7AutoSPRINK 2019 v15.1.15.0 1:45:20AM Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-2 14'-0 0.108 2.247 9'-5 7'-0914 809 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 16.00022.40 0.160485 Sprinkler, 22.40 5.6 E(2'-0), T(5'-0) 120 9'-2 11'-0 1.674 9'-2 11'-0809 810 1¼ 1.3800 18.35522.40 0.152162 Flow (q) from Route 2 44.80 120 3'-0 1'-2 13'-6 3.468 7.711 9'-2 10'-6810 811 1¼(See Notes) 1.3800 20.02923.36 + 23.41 0.571149 Flow (q) from Route 3 and 4 91.58 E(3'-0) 120 6'-0 0'-8 6'-6 0.217 2.339 1'-2 0'-6811 465 1¼(See Notes) 1.3940 31.208 0.35984691.58 T(6'-0) 150 7'-0 0'-8 12'-4 3.321 0'-8 5'-4465 403 1¼(See Notes) 1.3940 33.763 0.26930978.30 Tr(1'-0), T(6'-0) 150 9'-0 0'-8 39'-2½2.535 0'-8 30'-2½403 404 1¼(See Notes) 1.3940 37.085 0.064613 T(6'-0) 36.20 3Tr(1'-0) 150 48'-0 0'-8 286'-1 7.692 0'-8 238'-1404 405 1¼(See Notes) 1.3940 39.620 0.026887 Tr(1'-0) 22.53 25Tr(1'-0), 2E(8'-0), T(6'-0) 150 10'-0 0'-8 14'-11 0.162 0'-8 4'-11405 406 2 (See Notes) 2.0030 47.31113.28 0.010843 Flow (q) from Route 27 35.81 T(10'-0) 150 18'-3½ -6'-0 30'-8 2.890 1.060 0'-8 12'-4½406 407 2 (See Notes) 2.0030 47.47331.20 0.034565 Flow (q) from Route 22 67.02 E(11'-0), 3cplg(1'-0), CV, BV, fE(4'-3½) 150 19'-0 -6'-0 19'-0 0.358 -6'-0 0'-0407 408 2½(See Notes) 2.4690 51.423 0.01885967.02 BV(7'-0), PO(12'-0) 120 84'-8 -31'-0 109'-8 10.830 0.145 -6'-0 25'-0408 586 4 (See Notes) 4.2600 51.781 0.00132467.02 T(26'-4), 2fT(16'-0), C(26'-4) 120 © M.E.P.CAD, Inc.8/13/2020 Page 8AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -31'-0 0'-0 0.000 -31'-0 0'-0586 622 4 4.2600 62.756 0.00044537.18 120 22'-10½ -30'-11½186'-2 -0.018 0.212 -31'-0 163'-3622 747 4 (See Notes) 4.2600 62.75624.56 0.001138 Flow (q) from Route 7 61.74 E(6'-10½), fT(16'-0) 120 20'-8 -38'-5 70'-7 3.239 0.167 -30'-11½49'-11747 166 4 (See Notes) 4.2600 62.95029.84 0.002359 Flow (q) from Route 5 91.58 3E(6'-10½), Gauge 1 120 28'-11½ -39'-7½29'-6 0.523 0.070 -38'-5 0'-6½166 163 4 (See Notes) 4.2600 66.356 0.00235991.58 CV(28'-11½) 120 18'-0 -45'-5½37'-0½ 2.524 0.004 -39'-7½19'-0½163 36 8 (See Notes) 7.9810 66.949 0.00011191.58 E(18'-0) 120 113'-7 -45'-5½538'-0½0.047 -45'-5½424'-5½36 1913 8 (See Notes) 7.7100 69.476 0.00008791.58 2EE(11'-6), 2E(22'-11½), T(44' -8) 150 -36'-11½8'-6 -3.685 0.004 -45'-5½8'-61913 3 6 (See Notes) 6.0650 69.523 0.00042291.58 S 120 3 100.00 Hose Allowance At Source 191.58 Route 1Total(Pt) 65.842 7'-0 9'-2 14'-0 0.108 2.247 9'-5 7'-0915 809 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 16.00022.40 0.160485 Sprinkler, 22.40 5.6 E(2'-0), T(5'-0) 120 18.355 Total(Pt)Route 2 7'-0 9'-2 14'-6 0.108 2.515 9'-5 7'-6916 810 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 17.40523.36 0.173480 Sprinkler, 23.36 5.6 E(2'-0), C(5'-0) 120 20.029 Total(Pt)Route 3 © M.E.P.CAD, Inc.8/13/2020 Page 9AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-2 14'-0 0.108 2.439 9'-5 7'-0917 810 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 17.48223.41 0.174189 Sprinkler, 23.41 5.6 E(2'-0), C(5'-0) 120 20.029 Total(Pt)Route 4 99'-8 -30'-11½443'-10½ -4.435 0.132 -41'-2 344'-2½12 747 4 • • • • • Route 5 • • • • •(See Notes) 4.2600 67.25329.84 0.000296 Flow (q) from Route 6 29.84 6E(6'-10½), 2fT(16'-0), C(26'-4 ) 120 62.950 Total(Pt)Route 5 97'-2½ -41'-2 270'-8 4.417 0.080 -31'-0 173'-5½586 12 4 • • • • • Route 6 • • • • •(See Notes) 4.2600 62.756 0.000296 fT(16'-0) 29.84 2fT(16'-0), E(6'-10½) 120 67.253 Total(Pt)Route 6 59'-4½ -31'-0 271'-1½ -2.821 0.056 -37'-6 211'-9112 622 4 • • • • • Route 7 • • • • •(See Notes) 4.2600 65.52124.56 0.000207 Flow (q) from Route 8 24.56 4E(6'-10½), fT(16'-0), BV(15'-9 ½) 120 62.756 Total(Pt)Route 7 -30'-0 6'-6½0.005 -30'-0 6'-6½144 111 3 • • • • • Route 8 • • • • • 3.2600 62.18817.03 + 7.20 0.000742 Flow (q) from Route 9 and 11 24.23 120 73'-6½ -37'-6 97'-0 3.254 0.074 -30'-0 23'-5½111 112 3 (See Notes) 3.2600 62.1930.33 0.000761 Flow (q) from Route 16 24.56 2LtE(6'-8½), CV(21'-6), fE(5'-0) , BV(13'-5½), PO(20'-2) 120 65.521 Total(Pt)Route 8 7'-0 -30'-6 23'-1½0.212 -30'-6 16'-1½146 129 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 60.4442.55 + 6.64 + 3.42 0.009182 Flow (q) from Route 12 and 17 and 18 12.61 cplg(1'-0), T(6'-0) 150 19'-0 -30'-0 105'-0½ -0.217 1.743 -30'-6 86'-0½129 143 1¼(See Notes) 1.3940 60.6564.75 0.016589 Flow (q) from Route 10 17.36 9Tr(1'-0), cplg(1'-0), E(3'-0), PO(6'-0) 150 -30'-0 8'-7 0.003 -30'-0 8'-7143 110 3 3.2600 62.182 0.00038416.97 120 © M.E.P.CAD, Inc.8/13/2020 Page 10AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -30'-0 8'-2 0.003 -30'-0 8'-2110 144 3 3.2600 62.1850.06 0.000386 Flow (q) from Route 13 17.03 120 62.188 Total(Pt)Route 9 2'-0 -30'-6 20'-10½0.032 -30'-6 18'-10½130 129 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 60.624 0.0015094.75 2Tr(1'-0) 150 60.656 Total(Pt)Route 10 6'-0 -30'-6 8'-4½0.011 -30'-6 2'-4½147 132 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 60.429 0.0013494.47 T(6'-0) 150 6'-0 -30'-6 22'-1½0.184 -30'-6 16'-1½132 130 1¼(See Notes) 1.3940 60.4407.48 0.008320 Flow (q) from Route 19 11.95 T(6'-0) 150 11'-0 -30'-6 27'-3 0.089 -30'-6 16'-3130 131 1¼(See Notes) 1.3940 60.6244.75 0.003260 Flow (q) from Route 10 7.20 3Tr(1'-0), E(8'-0) 150 25'-0 -30'-6 162'-5 1.671 -30'-6 137'-5131 145 1 (See Notes) 1.1010 60.713 0.0102867.20 2E(7'-0), 11Tr(1'-0) 150 6'-0 -30'-0 6'-6 -0.217 0.021 -30'-6 0'-6145 144 1¼(See Notes) 1.3940 62.384 0.0032607.20 PO(6'-0) 150 62.188 Total(Pt)Route 11 12'-0 -30'-6 15'-11½ 0.289 1.588 -29'-10 3'-11½952 953 1 • • • • • Route 12 • • • • •(See Notes) 1.1010 57.22124.56 0.099490 Flow (q) from Route 15 24.56 E(7'-0), T(5'-0) 150 6'-0 -30'-6 16'-7½0.844 -30'-6 10'-7½953 151 1 (See Notes) 1.1010 59.098 0.05080417.08 Tr(1'-0), T(5'-0) 150 13'-0 -30'-6 49'-8 0.487 -30'-6 36'-8151 147 1 (See Notes) 1.1010 59.942 0.009810 T(5'-0) 7.02 3Tr(1'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 11AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 14'-0 -30'-6 30'-6½0.015 -30'-6 16'-6½147 146 1¼(See Notes) 1.3940 60.4294.47 0.000477 Flow (q) from Route 11 2.55 2Tr(1'-0), T(6'-0), C(6'-0) 150 60.444 Total(Pt)Route 12 20'-2 -30'-0 27'-6½0.000 -30'-0 7'-4½143 109 3 • • • • • Route 13 • • • • •(See Notes) 3.2600 62.18216.97 0.000000 Flow (q) from Route 9 0.39 PO(20'-2) 120 40'-4 -30'-0 49'-10 0.000 -30'-0 9'-6½109 108 3 (See Notes) 3.2600 62.182 0.000000 PO(20'-2) 0.18 PO(20'-2) 120 8'-0 -30'-6 8'-6 0.217 0.000 -30'-0 0'-6108 153 1¼(See Notes) 1.3940 62.182 0.0000040.18 E(8'-0) 150 47'-0 -30'-6 250'-7½0.003 -30'-6 203'-7½153 160 1 (See Notes) 1.1010 62.399 0.0000110.18 21Tr(1'-0), 3E(7'-0), C(5'-0) 150 7'-0 -30'-6 19'-1½0.000 -30'-6 12'-1½160 133 1¼(See Notes) 1.3940 62.401 0.0000040.18 Tr(1'-0), T(6'-0) 150 7'-0 -30'-6 21'-7½0.000 -30'-6 14'-7½133 134 1¼(See Notes) 1.3940 62.4010.21 0.000015 Flow (q) from Route 14 0.39 Tr(1'-0), T(6'-0) 150 18'-0 -30'-6 174'-5 0.000 -30'-6 156'-5134 149 1¼(See Notes) 1.3940 62.402 0.0000000.06 18Tr(1'-0) 150 7'-0 -30'-6 8'-1 0.000 -30'-6 1'-1149 150 1 (See Notes) 1.1010 62.402 0.0000010.06 E(7'-0) 150 6'-0 -30'-0 6'-6 -0.217 0.000 -30'-6 0'-6150 110 1¼(See Notes) 1.3940 62.402 0.0000000.06 PO(6'-0) 150 62.185 Total(Pt)Route 13 © M.E.P.CAD, Inc.8/13/2020 Page 12AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 -30'-6 8'-6 0.217 0.000 -30'-0 0'-6109 148 1¼• • • • • Route 14 • • • • •(See Notes) 1.3940 62.1820.18 0.000005 Flow (q) from Route 13 0.21 E(8'-0) 150 36'-0 -30'-6 194'-10 0.003 -30'-6 158'-10148 133 1 (See Notes) 1.1010 62.399 0.0000150.21 17Tr(1'-0), 2E(7'-0), T(5'-0) 150 62.401 Total(Pt)Route 14 -33'-0 3'-5 0.428 -33'-0 3'-5913 885 1 • • • • • Route 15 • • • • •(See Notes) 1.0490 57.30324.56 0.125924 Flow (q) from Route 23 24.56 BalV 150 18'-1½ -29'-10 26'-0½ -1.373 0.863 -33'-0 7'-11½885 952 1¼(See Notes) 1.3800 57.731 0.03311924.56 2E(4'-6½), T(9'-0½) 150 57.221 Total(Pt)Route 15 6'-0 -30'-0 6'-6 -0.217 0.000 -30'-6 0'-6152 111 1¼• • • • • Route 16 • • • • •(See Notes) 1.3940 62.4100.33 0.000011 Flow (q) from Route 20 0.33 PO(6'-0) 150 62.193 Total(Pt)Route 16 7'-0 -30'-6 23'-6½0.142 -30'-6 16'-6½151 154 1¼• • • • • Route 17 • • • • •(See Notes) 1.3940 59.9427.02 0.006045 Flow (q) from Route 12 10.06 Tr(1'-0), T(6'-0) 150 4'-0 -30'-6 40'-8 0.360 -30'-6 36'-8154 146 1 (See Notes) 1.1010 60.084 0.0088436.64 4Tr(1'-0) 150 60.444 Total(Pt)Route 17 37'-0 -30'-6 138'-7½0.360 -30'-6 101'-7½154 146 1 • • • • • Route 18 • • • • •(See Notes) 1.1010 60.0846.64 0.002593 Flow (q) from Route 17 3.42 8Tr(1'-0), 2T(5'-0), 2E(7'-0), C( 5'-0) 150 60.444 Total(Pt)Route 18 33'-0 -30'-6 121'-7½1.342 -30'-6 88'-7½953 132 1 • • • • • Route 19 • • • • •(See Notes) 1.1010 59.09817.08 0.011034 Flow (q) from Route 12 7.48 7Tr(1'-0), 3E(7'-0), T(5'-0) 150 60.440 Total(Pt)Route 19 © M.E.P.CAD, Inc.8/13/2020 Page 13AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 32'-0 -30'-6 224'-6½0.008 -30'-6 192'-6½155 152 1 • • • • • Route 20 • • • • •(See Notes) 1.1010 62.4020.33 0.000034 Flow (q) from Route 21 0.33 2E(7'-0), 18Tr(1'-0) 150 62.410 Total(Pt)Route 20 8'-0 -30'-6 28'-3½0.000 -30'-6 20'-3½134 155 1¼• • • • • Route 21 • • • • •(See Notes) 1.3940 62.4020.06 0.000011 Flow (q) from Route 13 0.33 2Tr(1'-0), T(6'-0) 150 62.402 Total(Pt)Route 21 6'-0 0'-8 12'-7 0.072 0'-8 6'-7419 420 1¼• • • • • Route 22 • • • • •(See Notes) 1.3940 42.9439.77 0.005734 Flow (q) from Route 29 9.77 T(6'-0) 150 32'-0 0'-8 220'-4½4.106 0'-8 188'-4½420 421 1 (See Notes) 1.1010 43.0150.16 0.018631 Flow (q) from Route 25 9.93 18Tr(1'-0), 2E(7'-0) 150 9'-0 0'-8 28'-8½0.169 0'-8 19'-8½421 418 1¼(See Notes) 1.3940 47.121 0.0059049.93 3Tr(1'-0), T(6'-0) 150 12'-0 0'-8 21'-9 0.183 0'-8 9'-9418 406 2 (See Notes) 2.0030 47.29021.27 0.008404 Flow (q) from Route 24 31.20 Tr(2'-0), T(10'-0) 150 47.473 Total(Pt)Route 22 7'-0 0'-8 13'-4 0.050 0'-8 6'-4410 411 1¼• • • • • Route 23 • • • • •(See Notes) 1.3940 40.2217.77 0.003753 Flow (q) from Route 31 7.77 Tr(1'-0), T(6'-0) 150 12'-0 -0'-8½17'-2½ 0.605 1.710 0'-8 5'-2½411 425 1 (See Notes) 1.1010 40.27116.79 0.099490 Flow (q) from Route 26 24.56 T(5'-0), E(7'-0) 150 6'-0 -0'-8½7'-11 0.397 -0'-8½1'-11425 426 1¼(See Notes) 1.3800 42.586 0.05004524.56 2E(3'-0), BalV 120 15'-0 -33'-0 48'-3½ 13.982 0.338 -0'-8½33'-3½426 913 2 (See Notes) 2.0670 42.983 0.00699624.56 E(5'-0), T(10'-0) 120 © M.E.P.CAD, Inc.8/13/2020 Page 14AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 57.303 Total(Pt)Route 23 23'-0 0'-8 176'-10 4.275 0'-8 153'-10417 418 1¼• • • • • Route 24 • • • • •(See Notes) 1.3940 43.01521.43 0.024175 Tr(1'-0), Flow (q) from Route 28 21.27 16Tr(1'-0), T(6'-0) 150 47.290 Total(Pt)Route 24 13'-0 0'-8 27'-10 0.000 0'-8 14'-10417 420 1¼• • • • • Route 25 • • • • •(See Notes) 1.3940 43.01521.43 0.000003 T(6'-0), Flow (q) from Route 28 0.16 Tr(1'-0), T(6'-0) 150 43.015 Total(Pt)Route 25 9'-0 0'-8 27'-9½0.001 0'-8 18'-9½422 427 1¼• • • • • Route 26 • • • • •(See Notes) 1.3940 39.9330.74 0.000048 Flow (q) from Route 30 0.74 cplg(1'-0), 2Tr(1'-0), T(6'-0) 150 7'-0 0'-8 23'-6½0.060 0'-8 16'-6½427 413 1¼(See Notes) 1.3940 39.9345.60 0.002570 Flow (q) from Route 33 6.33 Tr(1'-0), T(6'-0) 150 7'-0 0'-8 17'-8½0.276 0'-8 10'-8½413 411 1¼(See Notes) 1.3940 39.99510.45 0.015595 Flow (q) from Route 34 16.79 Tr(1'-0), T(6'-0) 150 40.271 Total(Pt)Route 26 10'-0 0'-8 23'-3 0.235 0'-8 13'-3465 423 1¼• • • • • Route 27 • • • • •(See Notes) 1.3940 33.76378.30 0.010108 Flow (q) from Route 1 13.28 2Tr(1'-0), E(8'-0) 150 70'-0 0'-8 409'-3 13.053 0'-8 339'-3423 424 1 (See Notes) 1.1010 33.999 0.03189513.28 5E(7'-0), 30Tr(1'-0), T(5'-0) 150 8'-0 0'-8 25'-8 0.259 0'-8 17'-8424 405 1¼(See Notes) 1.3940 47.052 0.01010813.28 2Tr(1'-0), T(6'-0) 150 47.311 Total(Pt)Route 27 12'-0 0'-8 28'-1½0.299 0'-8 16'-1½404 415 1¼• • • • • Route 28 • • • • •(See Notes) 1.3940 39.620 0.010654 T(6'-0) 13.66 C(6'-0) 150 © M.E.P.CAD, Inc.8/13/2020 Page 15AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1'-0 0'-8 17'-7 0.864 0'-8 16'-7415 416 1¼(See Notes) 1.3940 39.919 0.04910531.20 Tr(1'-0) 150 22'-0 0'-8 91'-1 2.232 0'-8 69'-1416 417 1¼(See Notes) 1.3940 40.783 0.024503 Tr(1'-0) 21.43 7Tr(1'-0), T(6'-0), E(8'-0) 150 43.015 Total(Pt)Route 28 41'-0 0'-8 119'-4½2.160 0'-8 78'-4½416 419 1 • • • • • Route 29 • • • • •(See Notes) 1.1010 40.783 0.018094 T(5'-0) 9.77 4E(7'-0), 8Tr(1'-0) 150 42.943 Total(Pt)Route 29 2'-0 0'-8 18'-6½0.554 0'-8 16'-6½402 414 1¼• • • • • Route 30 • • • • •(See Notes) 1.3940 39.06042.10 0.029929 Flow (q) from Route 32 23.88 2Tr(1'-0) 150 3'-0 0'-8 16'-8½0.305 0'-8 13'-8½414 415 1¼(See Notes) 1.3940 39.614 0.018259 Tr(1'-0) 18.28 2Tr(1'-0) 150 23'-0 0'-8 92'-2 0.014 0'-8 69'-2415 422 1 (See Notes) 1.1010 39.919 0.000152 C(5'-0) 0.74 6Tr(1'-0), E(7'-0), T(5'-0) 150 39.933 Total(Pt)Route 30 9'-0 0'-8 22'-8 0.085 0'-8 13'-8402 401 1¼• • • • • Route 31 • • • • •(See Notes) 1.3940 39.06042.10 0.003753 Flow (q) from Route 32 7.77 Tr(1'-0), E(8'-0) 150 20'-0 0'-8 90'-10½1.076 0'-8 70'-10½401 410 1 (See Notes) 1.1010 39.145 0.0118447.77 6Tr(1'-0), 2E(7'-0) 150 40.221 Total(Pt)Route 31 7'-0 0'-8 23'-1½1.975 0'-8 16'-1½403 402 1¼• • • • • Route 32 • • • • •(See Notes) 1.3940 37.08536.20 0.085464 Flow (q) from Route 1 42.10 Tr(1'-0), C(6'-0) 150 39.060 Total(Pt)Route 32 © M.E.P.CAD, Inc.8/13/2020 Page 16AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13'-0 0'-8 49'-8 0.320 0'-8 36'-8414 427 1 • • • • • Route 33 • • • • •(See Notes) 1.1010 39.614 0.006451 T(5'-0) 5.60 3Tr(1'-0), T(5'-0) 150 39.934 Total(Pt)Route 33 9'-0 0'-8 45'-8 0.935 0'-8 36'-8402 413 1 • • • • • Route 34 • • • • •(See Notes) 1.1010 39.06042.10 0.020482 C(5'-0), Flow (q) from Route 32 10.45 4Tr(1'-0) 150 39.995 Total(Pt)Route 34 © M.E.P.CAD, Inc.8/13/2020 Page 17AutoSPRINK 2019 v15.1.15.0 1:45:23AM10 Date: 8/13/2020 Job Name: RESIDENCE INN & SUITES Remote Area Number: 10 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/13/2020 Page 18AutoSPRINK 2019 v15.1.15.0 1:45:23AM10