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LAQ-15-BP-015ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL BURT HANADA 8/21/2015 8/21/2015 EMAILED GIL SAENZ WITH BLDG PERMIT FEE BREAKDOWNB ANDLIST OF REQUIRED DOCUMENTS: 1. Grant Deed 2. Two complete sets of Structural Calcs required (wet- signed) (incorporating supplemental calcs from 2nd submittal) 3. 1 Additional copy of the Commissioning Report required. NOTE BURT HANADA 10/22/2015 11/4/2015 CHECK STRUCT REVIEW STATUS Description: LA QUINTA SQUARE PM36791 ALDI GROCERY STORE Type: BUILDING COMMERCIAL Subtype: STORES/CUSTOMER SERVICE Status: FINALED Applied: 1/4/2016 MFA Parcel No: 643220007 Site Address: 78601 HIGHWAY 111 LA QUINTA,CA 92253 Approved: 2/19/2016 BHA Subdivision: PM 36791 Block: Lot: 1 Issued: 9/10/2015 SKH Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/15/2016 AOR Valuation: $792,389.60 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: MSHCP FEE EXEMPT PER CVAG 2/21/2015. 18,246 GROCERY STORE "ALDI", "M" OCCUPANCY CLASSIFICATION, TYPE V-B CONSTRUCTION WITH FIRE SPRINKLER, 387 TOTAL OCCUPANT LOAD. 2013 CODES. PERMIT DOES NOT INCLUDE TRASH ENCLOSURE, SITE LIGHTING AND BUILDING SIGNAGE.DEFERRED SUBMITTALS: STEEL BAR JOISTS FABRICATION DRAWINGS & PHOTOVOLTAIC SYSTEMS. DEFERED SUBMITTAL RECEIVED - JOISTS. SENT TO ESGIL - DUE BACK ASAP STEEL TRUSS DEFERRED SUBMITTAL APPROVED 12/3/2015. REVISION WHILE UNDER CONSTRUCTION. CLARIFICATIONS AND CHANGES TO ARCHITECTURAL, STRUCTURAL AND ELECTRICAL ASPECTS OF PROJECT PER ITEMIZED LIST (SEE ATTACHMENT DATED 2/19/2016) NOTE: PLANSET INCLUDES DEFERRED SUBMITTAL ITEM - REFRIGERATION SYSTEM DRAWINGS. Printed: Thursday, February 29, 2024 12:18:24 PM 1 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 NOTE BURT HANADA 10/22/2015 11/4/2015 STRUCTURALLY APPROVED WITH CONDITION. NOTE MARY FASANO 12/3/2015 12/4/2015 MOOREFIELD CONSTRUCTION TO PICKUP APPROVED STEEL TRUSS CALCS. ALSO, WILL BRING 2 SETS OF TRUSS PLANS TO REPLACE PLANS WITH WRONG ADDRESS. WRONG PLANS LOCATED IN C3B. tHANKS, BURT NOTE BURT HANADA 4/17/2015 4/23/2015 PLANS BACK FROM ESGIL - RFC. CORRECTION LIST SENT AS AN ATTACHMENT TO THE PERMIT. ONE COPY OF LIST PRINTED AND INSERTED INTO FOLDER SPOKE WITH SKIP JAMES THAT PLAN REVIEW IS COMPLETED AND PLANS ARE READY FOR PICK UP. NOTE MARY FASANO 11/30/2015 11/30/2015 APPLICANT PAID BUT STILL NEEDS TO GET BURT THE DRAWINGS OF STAMPED PLANS NOTE RAMSES SEVILLA 1/4/2016 1/4/2016 ONE SET FOR PLANING FOR REVIEW PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED ED VASQUEZ 6/23/2015 6/23/2015 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED KAY HENSEL 4/17/2015 4/17/2015 PLANS BACK FROM ESGIL - RFC. CORRECTION LIST SENT ELECTRONICALLY AS AN ATTACHMENT PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED KAY HENSEL 8/12/2015 8/12/2015 PLANS APPROVABLE 8/11/2015 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED KAY HENSEL 11/4/2015 11/4/2015 STRUC APPROVED PENDING ENGINEER STAMPING TRUSS PACKAGE 11/4/2015 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED KAY HENSEL 1/13/2016 1/13/2016 STRUCTURAL IS READY FOR CORRECTIONS. 1/12/2016. REVISION PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED RAMSES SEVILLA 2/16/2016 2/16/2016 Printed: Thursday, February 29, 2024 12:18:24 PM 2 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 PLAN CHECK PICKED UP MARY FASANO 1/20/2016 1/20/2016 PLAN CHECK PICKED UP STEPHANIE KHATAMI 4/27/2015 4/27/2015 PLAN CHECK PICKED UP STEPHANIE KHATAMI 6/29/2015 6/29/2015 PLAN CHECK SENT TO OUTSIDE PC KAY HENSEL 7/29/2015 7/29/2015 COMPLETE PLAN CHECK (3RD) PLAN CHECK SENT TO OUTSIDE PC KAY HENSEL 10/21/2015 10/21/2015 DEFERRED SUBMITTAL SENT TO ESGIL - DUE BACK ASAP PLAN CHECK SENT TO OUTSIDE PC KAY HENSEL 2/5/2016 2/5/2016 STRUC TO ESGIL - 2ND REVIEW - REVISION PLAN CHECK SENT TO OUTSIDE PC RAMSES SEVILLA 1/4/2016 1/4/2016 REVISION TO ESGIL DUE BACK 1/18/16 PLAN CHECK SUBMITTAL RECEIVED MARY FASANO 6/8/2015 6/8/2015 PLAN CHECK SUBMITTAL RECEIVED PHILIP JUAREZ 4/3/2015 4/3/2015 ONLY ONE STRUCTURAL PAMPHLET SUBMITTED SENT TO ESGIL WILL FED EX SECOND ONE. OK'D PER AZ PLAN CHECK SUBMITTAL RECEIVED STEPHANIE GUMPERT 10/21/2015 10/21/2015 DEFERRED SUBMITTAL TRUSSES. PLANS BROUGHT IN BY TED JOHNSON PUBLIC COUNTER VISIT BURT HANADA 12/2/2015 12/2/2015 SUBMITTAL OF SEALED AND SIGNED STEEL TRUSSES. PUBLIC COUNTER VISIT MARY FASANO 12/4/2015 12/4/2015 BROUGHT TRUSS CALCS RESUBMITTAL KAY HENSEL 7/29/2015 7/29/2015 PLANS RESUBMITTED AT FRONT COUNTER BY MARY. PROCESSED AND PACKAGED FOR SHIPPING TO ESGIL, COMPLETE REVIEW SITE VISIT BURT HANADA 11/5/2015 11/5/2015 INSPECTOR KIRK KIRKLAND INFORMED SITE SUPERINTENDENT T5HAT ENGINEER'S STAMP OF ACCEPTANCE REQUIRED PRIOR TO ISSUANCE. TELEPHONE CALL BURT HANADA 6/24/2015 6/25/2015 NOTIFIED GIL SAENZ THAT OUSTANDING CORRECTIONS ARE READY FOR PICKUP. TELEPHONE CALL BURT HANADA 10/5/2015 10/5/2015 EMAILED & PHONED GIL SAENZ TO NOTIFY HIM OF TUMF FEE DUE FOR ALDI GROCERY BUILDING AS SOFTWARE DID CALCULATE THE FEES DUE. Printed: Thursday, February 29, 2024 12:18:24 PM 3 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST BURT HANADA 8/20/2015 PENDING HEALTH DEPT APPROVAL - 7/19/2015 FIRE DEPT APPROVAL - 4/28/2015 CVWD GREASE INTERCEPTOR WAIVER - 7/16/2015 TELEPHONE CALL BURT HANADA 11/4/2015 11/4/2015 LEFT VOICEMAIL FOR TED JOHNSON THAT DEFERRED SUBMITTAL IS APPROVED AND STRUCTURAL ENGINEER STAMP OF ACCEPTANCE REQUIRED ON PLANS PRIOR TO ISSUANCE. TELEPHONE CALL BURT HANADA 2/19/2016 2/19/2016 LEFT MSG FOR PREET RAEY OF RSI GROUP THAT REVISIONS AND REFRIGERATION DWGS ARE APPROVED AND FEE OF $1,037.75 DUE UPON PICKUP OF PLANS. TELEPHONE CALL JAKE FUSON 1/13/2016 1/13/2016 NOTIFIED PREET RAEY W/ RSI GROUP, INC. THAT PLAN REVIEW WAS COMPLETE AND REVISIONS WERE REQUIRED. TELEPHONE CALL JIM JOHNSON 9/10/2015 9/10/2015 TALKED TO GILL AND INFORMED HIM THAT PLANS ARE READY TO ISSUE TALKED TO GILL AND INFORMED HIM THAT PLANS ARE READY TO ISSUE TELEPHONE CALL LUIS URIBE 1/26/2016 1/26/2016 SPOKE WITH VANCE, LET HIM KNOW THE THERE IS A FEE $784.00 OUTSTANDING ON THIS PERMIT. HE SAID HE WILL HAVE SOMEONE COME IN TO TAKE CARE OF THIS FEE BY THE END OF THE WEEK. TELEPHONE CALL LUIS URIBE 1/28/2016 1/28/2016 SPOKE WITH VANCE. THE PENDING FEE IS FOR A REVISION THAT HAS NOT BEEN COMPLETED YET. I LET HIM KNOW ONCE REVIEW IS COMPLETED MORE FEES MAY APPLY. I ALSO LET VANCE KNOW THAT THIS WAS A MISCOMMUNICATION ON MY PART AND THAT ONCE WE COMPLETE THE REVIEW WE WILL CALL HIM WITH A TOTAL SO HE CAN PAY FOR IT ALL IN ONE CHECK. HE ALSO ASKED IF WE KNEW WHO HAD PICKED UP THE PLANS. WE DO NOT KNOW WHO PICKED UP THE PLANS BUT WE NOTIFIED PREET RAEY THAT PLANS WERE READY FOR CORRECTIONS. CONDITIONS Printed: Thursday, February 29, 2024 12:18:24 PM 4 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GIL SAENZ -CONTACT PERSON 931 MONARCH COURT BEAUMONT CA 92223 gilsaenz@msn.com ARCHITECT APD ARCHITECTURE GASPARE ACCON 615 FISHERS RUN VICTOR NY 14564 CONTRACTOR MOOREFIELD CONSTRUCTION INC 600 N TUSTIN AVENUE SUITE #210 SANTA ANA CA 92705 acuevas@moorefieldco nstruction.com OWNER ACM LA QUINTA IV B 1800 AVE OF THE STARS 105 LOS ANGELES CA 92253 KSTALEY@MAGELLANG RP.COM TENANT ALDI INC.1770 IOWA AVE STE.240 RIVERSIDE CA 92507 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - COMMERCIAL 270-0000-43201 0 $3,961.95 $3,961.95 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $3,961.95 $3,961.95 HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 3 $435.00 $435.00 9/8/15 R9015 252951 CHECK ALDI INC.MFA HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 1 $145.00 $145.00 11/30/15 R11134 681972 CHECK MOOREFIELD CONSTRUCTION INC MFA HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 1.75 $253.75 $253.75 2/25/16 R13259 685435 CHECK MOOREFIELD CONSTRUCTION INC SKH HOURLY PLAN CHECK - ESG 101-0000-42600 4 $392.00 $392.00 9/8/15 R9015 252951 CHECK ALDI INC.MFA HOURLY PLAN CHECK - ESG 101-0000-42600 2 $196.00 $196.00 11/30/15 R11134 681972 CHECK MOOREFIELD CONSTRUCTION INC MFA HOURLY PLAN CHECK - ESG 101-0000-42600 8 $784.00 $784.00 2/25/16 R13259 685435 CHECK MOOREFIELD CONSTRUCTION INC SKH Total Paid for BLDG CITY STAFF - PER HOUR: $2,205.75 $2,205.75 Printed: Thursday, February 29, 2024 12:18:24 PM 5 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $32.00 $32.00 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $32.00 $32.00 DIF - CIVIC CENTER 252-0000-43200 0 $6,805.76 $6,805.76 9/8/15 R9015 252951 CHECK ALDI INC.MFA DIF - FIRE PROTECTION 257-0000-43200 0 $3,138.31 $3,138.31 9/8/15 R9015 252951 CHECK ALDI INC.MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $4,233.07 $4,233.07 9/8/15 R9015 252951 CHECK ALDI INC.MFA DIF - TRANSPORTATION 250-0000-43200 0 $103,619.03 $103,619.03 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for DIF - GENERAL COMMERCIAL: $117,796.17 $117,796.17 POWER APPARATUS 101-0000-42403 0 $96.68 $96.68 9/8/15 R9015 252951 CHECK ALDI INC.MFA POWER APPARATUS PC 101-0000-42600 0 $96.68 $96.68 9/8/15 R9015 252951 CHECK ALDI INC.MFA SERVICES 101-0000-42403 0 $24.17 $24.17 9/8/15 R9015 252951 CHECK ALDI INC.MFA SERVICES PC 101-0000-42403 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for ELECTRICAL: $229.62 $229.62 NON-RESIDENTIAL, EA ADDITION 2,000SF 101-0000-42403 0 $326.34 $326.34 9/8/15 R9015 252951 CHECK ALDI INC.MFA NON-RESIDENTIAL, EA ADDITION 2,000SF, PC 101-0000-42600 0 $87.03 $87.03 9/8/15 R9015 252951 CHECK ALDI INC.MFA NON-RESIDENTIAL, FIRST 2,000SF 101-0000-42403 0 $108.77 $108.77 9/8/15 R9015 252951 CHECK ALDI INC.MFA NON-RESIDENTIAL, FIRST 2,000SF, PC 101-0000-42600 0 $84.12 $84.12 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $606.26 $606.26 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 9/8/15 R9015 252951 CHECK ALDI INC.MFA Printed: Thursday, February 29, 2024 12:18:24 PM 6 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 9/8/15 R9015 252951 CHECK ALDI INC.MFA FURNACE 101-0000-42402 0 $36.26 $36.26 9/8/15 R9015 252951 CHECK ALDI INC.MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 9/8/15 R9015 252951 CHECK ALDI INC.MFA OTHER MECHANICAL EQUIPMENT 101-0000-42402 0 $72.52 $72.52 9/8/15 R9015 252951 CHECK ALDI INC.MFA OTHER MECHANICAL EQUIPMENT PC 101-0000-42600 0 $72.52 $72.52 9/8/15 R9015 252951 CHECK ALDI INC.MFA VENT FAN 101-0000-42402 0 $48.36 $48.36 9/8/15 R9015 252951 CHECK ALDI INC.MFA VENT FAN PC 101-0000-42600 0 $19.32 $19.32 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for MECHANICAL: $333.58 $333.58 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $913.65 $913.65 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for NEW CONSTRUCTION PERMIT: $913.65 $913.65 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,933.00 $1,933.00 4/3/15 R4663 195155 CHECK ALDI INC AZA NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1.20 $1.20 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,934.20 $1,934.20 BACKFLOW DEVICE 101-0000-42401 0 $48.36 $48.36 9/8/15 R9015 252951 CHECK ALDI INC.MFA BACKFLOW DEVICE PC 101-0000-42600 0 $19.32 $19.32 9/8/15 R9015 252951 CHECK ALDI INC.MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA FIXTURE/TRAP 101-0000-42401 0 $193.44 $193.44 9/8/15 R9015 252951 CHECK ALDI INC.MFA FIXTURE/TRAP PC 101-0000-42600 0 $193.44 $193.44 9/8/15 R9015 252951 CHECK ALDI INC.MFA ROOF DRAIN 101-0000-42401 0 $132.99 $132.99 9/8/15 R9015 252951 CHECK ALDI INC.MFA ROOF DRAIN PC 101-0000-42600 0 $132.99 $132.99 9/8/15 R9015 252951 CHECK ALDI INC.MFA Printed: Thursday, February 29, 2024 12:18:24 PM 7 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS KKI 9/29/2015 9/29/2015 PARTIALLY APPROVED templates see job set of approved plans FOOTINGS KKI 10/6/2015 10/6/2015 APPROVED BOND BEAM KKI 10/13/2015 10/13/2015 PARTIALLY APPROVED 1st lift west and south side BOND BEAM KKI 10/15/2015 10/15/2015 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 9/8/15 R9015 252951 CHECK ALDI INC.MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for PLUMBING FEES: $788.24 $788.24 REFUND 11/20/15 - TUMF FEE OVERPAYMENT 224-0000-20320 0 ($102.31)($102.31)11/22/15 R11171 109064 CHECK ALDI INC.MRA Total Paid for REFUND 11/20/15 - TUMF FEE OVERPAYMENT: ($102.31)($102.31) SMI - COMMERCIAL 101-0000-20308 0 $221.87 $221.87 9/8/15 R9015 252951 CHECK ALDI INC.MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $221.87 $221.87 TUMF - RETAIL SERVICES 224-0000-20320 0 $103,811.48 $103,811.48 10/19/15 R10098 268218 CHECK ALDI INC.SKH Total Paid for TUMF - RETAIL SERVICES: $103,811.48 $103,811.48 TOTALS:$232,732.46 $232,732.46 Printed: Thursday, February 29, 2024 12:18:24 PM 8 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 BOND BEAM KKI 10/16/2015 10/16/2015 APPROVED BOND BEAM KKI 10/20/2015 10/20/2015 PARTIALLY APPROVED 3rd lift BOND BEAM KKI 10/22/2015 10/22/2015 PARTIALLY APPROVED 4th lift BOND BEAM KKI 10/27/2015 10/27/2015 PARTIALLY APPROVED BOND BEAM KKI 10/29/2015 10/29/2015 APPROVED BOND BEAM KKI 11/4/2015 11/4/2015 APPROVED UNDERGROUND PLBG KKI 11/4/2015 11/4/2015 APPROVED FOOTINGS KKI 11/5/2015 11/5/2015 CANCELED UNDERGROUND ELEC KKI 11/5/2015 11/5/2015 CANCELED SLAB KKI 11/30/2015 11/30/2015 APPROVED ROOF NAIL KKI 12/28/2015 12/28/2015 PARTIALLY APPROVED FRAMING AOR 1/7/2016 1/7/2016 CANCELED INSULATION AOR 1/7/2016 1/7/2016 CANCELED FRAMING KKI 1/8/2016 1/8/2016 PARTIALLY APPROVED out side furring on the out site INSULATION KKI 1/8/2016 1/8/2016 APPROVED FRAMING KKI 1/11/2016 1/11/2016 PARTIALLY APPROVED north side tower/east side of tower FRAMING KKI 1/19/2016 1/19/2016 PARTIALLY APPROVED TEMP USE OF PERM PWR KKI 1/19/2016 1/19/2016 APPROVED ROUGH PLBG KKI 1/19/2016 1/19/2016 APPROVED DRYWALL NAIL KKI 1/27/2016 1/27/2016 APPROVED FRAMING KKI 1/27/2016 1/27/2016 APPROVED Printed: Thursday, February 29, 2024 12:18:24 PM 9 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 GAS LINE/TEST KKI 1/27/2016 1/27/2016 APPROVED LATH KKI 1/27/2016 1/27/2016 PARTIALLY APPROVED east andnorthside SPECIAL INSPECTION JFU 2/5/2016 2/5/2016 DISAPPROVE D MADE CONTACT WITH JOB SUPERINTENDENT VINCE IN AN ATTEMPT TO LOCATE THE ORIGINAL SIGNED COPY OF THE BUILDING PERMIT (PER BH), BUT WAS UNABLE TO FIND IT WITH HIS PAPERWORK. ROUGH ELEC AOR 2/17/2016 2/17/2016 CANCELED T-BAR/OVERHEAD AOR 2/17/2016 2/17/2016 APPROVED FINAL**AOR 2/24/2016 2/24/2016 NOT READY OUTSIDE AGENCY FINALS AND RELEASES NOT COMPLETE, ENTIRE SCOPE OF WORK PERMITTED NOT READY. FINAL**AOR 3/8/2016 3/8/2016 APPROVED W/EXCEPTIO N READY FOR TEMPORARY CERTIFICATE OF OCCUPANCY WITH THE FOLLOWING CONDITIONS:-HEALTH DEPARTMENT RELEASE OR OK TO STOCK AND TRAIN.- PLANNING APPROVALITEMS REQUIRED PRIOR TO FINAL:-INSTALLATION OF PROTRUDING DRINKING FOUNTAIN PROTECTION-MECHANICAL AND LIGHTING ENERGY COMPLIANCE DOCUMENTATION.- FINAL PUBLIC WORKS AND PLANNING APPROVALS.-FINAL HEALTH APPROVAL RECEIVED VERIFICATION FROM TRACY AT THE COUNTY HEALTH DEPARTMENT THAT THEY HAVE RELEASED THEM FOR OPERATION, AND ALSO CONFIRMED WITH JAY IN THE PLANNING DIVISION THAT HE HAS APPROVED THE BUILDING AND SITE FOR FULL OCCUPANCY - OK TO ISSUE TEMPORARY CERTIFICATE OF OCCUPANCY, 15-DAY VALID UNTIL MARCH 23, 2016. Printed: Thursday, February 29, 2024 12:18:24 PM 10 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 PUBLIC WORKS FINAL GCU 3/8/2016 3/8/2016 APPROVED The ALDI market located at 78601 Highway 111 La Quinta, Ca. 92253 is in compliance with the rules and regulations that were set by the City of La Quinta Public Works Department.at this time.The weather is 55 to 79 degrees with clear skies The winds are approximately 2 to 4 mph FINAL**AOR 3/15/2016 3/15/2016 APPROVED ALL OUTSTANDING ITEMS SUBMITTED AND/OR CORRECTED, RECEIVED APPROVALS FROM ALL NECESSARY DEPARTMENTS, OKAY TO ISSUE CERTIFICATE OF OCCUPANCY. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES FIRE JACQUELINE GARCIA 4/3/2015 4/24/2015 4/28/2015 APPROVED- CONDITIONS see attachment NON-STRUCTURAL KURT CULVER 4/3/2015 4/24/2015 4/15/2015 REVISIONS REQUIRED See attached correction list. PLANNING JAY WUU 4/3/2015 4/24/2015 4/21/2015 READY FOR APPROVAL - CONDITION * LOCATION MAP INCORRECT STRUCTURAL KURT CULVER 4/3/2015 4/24/2015 4/15/2015 REVISIONS REQUIRED See attached correction list. BUILDING BURT HANADA 4/23/2015 4/23/2015 4/23/2015 REVISIONS REQUIRED COORDINATION REVIEW NON-STRUCTURAL - 2 WK BURT HANADA 6/8/2015 6/22/2015 6/19/2015 REVISIONS REQUIRED See the attachment. STRUCTURAL - 2 WK KURT CULVER 6/8/2015 6/22/2015 6/19/2015 REVISIONS REQUIRED See the attachment. PLANNING - 2WK JAY WUU 6/8/2015 6/22/2015 6/16/2015 READY FOR APPROVAL THERE WERE SOME CHANGES TO 1ST SUBMITTAL BUILDING BURT HANADA 6/22/2015 6/22/2015 6/24/2015 REVISIONS REQUIRED COORDINATION REVIEW NON-STRUCTURAL - 2 WK KURT CULVER 7/29/2015 8/12/2015 8/10/2015 READY FOR APPROVAL STRUCTURAL - 2 WK KURT CULVER 7/29/2015 8/12/2015 8/10/2015 READY FOR APPROVAL PARENT PROJECTS Printed: Thursday, February 29, 2024 12:18:24 PM 11 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/23/2015 AJ ORTEGA 2ND REVIEW STRUCTURAL CORRECTIONS (ESGIL) BCOM2015-0016 - 2ND REVIEW STRUCTURAL TRANSMITTAL.pdf 0 BOND INFORMATION 1ST PW GREEN SHEET AMY YU 8/26/2015 9/2/2015 8/26/2015 READY FOR APPROVAL PAD CERT AND COMPACTION RECEIVED 1ST BLDG NS (2 WK)BURT HANADA 10/21/2015 11/4/2015 11/4/2015 APPROVED- CONDITIONS DEFERRED SUBMITTAL 1: TRUSSES DEFERRED SUBMITTAL 1: TRUSSES STRUCTURAL ENGINEER OF RECORD STAMP OF ACCEPTANCE REQUIRED ON DOCUMENTS PRIOR TO ISSUANCE. 1ST BLDG STR (2 WK)KURT CULVER 10/21/2015 11/4/2015 11/2/2015 READY FOR APPROVAL - CONDITION DEFERRED SUBMITTAL 1: TRUSSES DEFERRED SUBMITTAL 1: TRUSSES, PACKAGE BEING SENT VIA CALIFORNIA OVERNIGHT. WE'VE ASKED FOR THEM TO DO THE REVIEW ASAP AS PROJECT IS ALREADY UNDER CONSTRUCTION 2ND BLDG NS (1 WK) BURT HANADA 12/3/2015 12/3/2015 12/3/2015 APPROVED RESUBMITTAL OF EOR SEALED & SIGNED DEFERRED SUBMITTAL OF STEEL TRUSSES APPROVED. 1ST BLDG NS (2 WK)JAKE FUSON 1/4/2016 1/18/2016 1/13/2016 REVISIONS REQUIRED SEE REVISION #2 COVER SHEET AND REVISION 2 CORRECTION LIST. 1ST BLDG STR (2 WK)KURT CULVER 1/4/2016 1/18/2016 1/11/2016 REVISIONS REQUIRED 1ST PLANNING (1 WK)JAY WUU 1/4/2016 1/11/2016 1/6/2016 READY FOR APPROVAL REVISIONS 2ND BLDG NS (2 WK) BURT HANADA 2/4/2016 2/19/2016 2/19/2016 APPROVED 2ND BLDG STR (2 WK)KURT CULVER 2/4/2016 2/19/2016 2/16/2016 APPROVED PLANS RETURNED FROM STRUC 2/16/16 Printed: Thursday, February 29, 2024 12:18:24 PM 12 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/11/2016 AJ ORTEGA REVISION 2 - 1ST REVIEW STRUCTURAL FEE SHEET (ESGIL) BCOM2015-0016 - REVISION 2 - 1ST REVIEW STRUCTURAL FEE SHEET.pdf 0 DOC 1/11/2016 AJ ORTEGA REVISION 2 - 1ST REVIEW STRUCTURAL CORRECTIONS (ESGIL) BCOM2015-0016 - REVISION 2 - 1ST REVIEW STRUCTURAL CORRECTIONS (ESGIL).pdf 0 DOC 2/16/2016 AJ ORTEGA REVISION 2 - 2ND REVIEW STRUCTURAL TRANSMITTAL (APPROVED) BCOM2015-0016 - REVISION 2 - 2ND REVIEW STRUCTURAL TRANSMITTAL (APPROVED).pdf 0 DOC 3/8/2016 AJ ORTEGA TEMPORARY CERTIFICATE OF OCCUPANCY BCOM2015-0016 - TEMPORARY CERTIFICATE OF OCCUPANCY.pdf 0 DOC 3/15/2016 AJ ORTEGA CERTIFICATE OF OCCUPANCY BCOM2015-0016 - CERTIFICATE OF OCCUPANCY.pdf 0 DOC 3/15/2016 AJ ORTEGA HEALTH DEPARTMENT APPROVAL TO OPERATE BCOM2015-0016 - HEALTH DEPARTMENT APPROVAL TO OPERATE.pdf 0 DOC 4/23/2015 BURT HANADA 1ST REVIEW NON- STRUCTURAL CORRECTIONS 78-601 HIGHWAY 111 - ALDI GROCERY.docx 1 DOC 8/6/2015 BURT HANADA SCHOOL FEE AREA CERT FORM.pdf SCHOOL FEE AREA CERT FORM.pdf 1 DOC 8/20/2015 BURT HANADA CONSTRUCTION DEBRIS WASTE PLAN (BURRTEC) Burrtec Construction Debris Plan.pdf 1 Printed: Thursday, February 29, 2024 12:18:24 PM 13 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/20/2015 BURT HANADA CVWD GREASE INTERCEPTOR WAIVER CVWD Grease Interceptor Waiver.pdf 1 DOC 8/20/2015 BURT HANADA HEALTH DEPARTMENT APPROVAL Health Dept Conditional Appoval.pdf 1 DOC 8/20/2015 BURT HANADA GEOTECHNICAL LETTER Letter by Geotech Engineer.pdf 1 DOC 8/20/2015 BURT HANADA GEOTECHNICAL REPORT - ALDI GROCERY.pdf GEOTECHNICAL REPORT - ALDI GROCERY.pdf 1 DOC 9/2/2015 BURT HANADA GRANT DEED.pdf GRANT DEED.pdf 1 DOC 10/19/2015 BURT HANADA RECEIPT - TUMF PAYMENT (10/19/2015) BCOM2015-0016 TUMF Payment 10-19-15.pdf 1 DOC 11/5/2015 BURT HANADA DEFERRED SUBMITTAL (STEEL JOISTS) - INVOICE BCOM2015-0016 ALDI DEFERRED SUBMITTAL - STEEL JOISTS.pdf 0 DOC 2/19/2016 BURT HANADA REVISION NARRATIVE - ALDI Grocery.pdf REVISION NARRATIVE - ALDI Grocery.pdf 0 DOC 1/13/2016 JAKE FUSON REVISION 2 - CORRECTION LIST COVER SHEET BCOM2015-0016 - REVISION 2 - CORRECTION LIST COVER SHEET.pdf 1 DOC 4/28/2015 JACQUELINE GARCIA FIRE RELEASE FOR PERMIT LAQ-15-BP-015 ALDI, Inc..docx 0 DOC 4/15/2015 KURT CULVER 1ST REVIEW STRUCTURAL CORRECTIONS (ESGIL) lqBCOM2015-0016.doc 1 DOC 6/19/2015 KURT CULVER 2ND REVIEW STRUCTURAL CORRECTIONS (ESGIL) lqBCOM2015- 0016.rc1.doc 1 Printed: Thursday, February 29, 2024 12:18:24 PM 14 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/1/2015 MONIKA RADEVA REFUND - TUMF FEE OVERPAYMENT (11/20/15) BCOM2015-0016 REFUND - ALDI Grocery Store TUMF Fees Overpmt 11-20-15.pdf 0 DOC 2/4/2016 STEPHANIE KHATAMI 2ND CHECK -REVISION CHECKLIST AND COMMENTS 2ND CHECK -REVISION CHECKLIST AND COMMENTS 2-4-16.pdf 0 DOC 8/29/2016 TOMMI SANCHEZ 9-10-15 SIGNED PERMIT 9-10-15 SIGNED PERMIT.pdf 0 IMAGE 3/14/2016 AJ ORTEGA CURB BARRIER (1 OF 4)BCOM2015-0016 - CURB BARRIER (1 OF 4).JPG 0 IMAGE 3/14/2016 AJ ORTEGA CURB BARRIER (2 OF 4)BCOM2015-0016 - CURB BARRIER (2 OF 4).JPG 0 IMAGE 3/14/2016 AJ ORTEGA CURB BARRIER (3 OF 4)BCOM2015-0016 - CURB BARRIER (3 OF 4).JPG 0 IMAGE 3/14/2016 AJ ORTEGA CURB BARRIER (4 OF 4)BCOM2015-0016 - CURB BARRIER (4 OF 4).JPG 0 IMAGE 3/14/2016 AJ ORTEGA DRINKING FOUNTAIN BARRIER (1 OF 2) BCOM2015-0016 - DRINKING FOUNTAIN BARRIER (1 OF 2).JPG 0 IMAGE 3/14/2016 AJ ORTEGA DRINKING FOUNTAIN BARRIER (2 OF 2) BCOM2015-0016 - DRINKING FOUNTAIN BARRIER (2 OF 2).JPG 0 IMAGE 3/8/2016 GREG CURDES Final inspection Job Card.JPG Final inspection Job Card.JPG 0 IMAGE 3/8/2016 GREG CURDES West view .JPG West view .JPG 0 IMAGE 3/8/2016 GREG CURDES The East side .JPG The East side .JPG 0 Printed: Thursday, February 29, 2024 12:18:24 PM 15 of 15 Permit Details City of La Quinta PERMIT NUMBER BCOM2015-0016 sr k n --- L i11Ab15 — I ZZ: it ��_. LlD01 1 = ' [ 2_ I !I I N2 ] i l = i 'I 3 1 5ed wpFIRE RISE WATER & 1 [ xC Sc ----- ;rLG - 91C --•-- 9uC 5E_C Sc.L SLC ��f�• -_ __ -- L ', 1 � - ..._ ... - ..: w.] i i UTILITY 1 AREA yMR; ]�� L n { F- N2D(A f/ ` ...�---- NA^� — h::.c.a ----•- MAU ----- wrz -- Na.z — >L -:----.— RAII - -- NA�-2 vai'2 fia�•z — �� n ., ...__ � _t i T ' N2'D0a r— f wae2 - v t. N 2 —Y .. NR£: k#... t i 5 xu w r. s. G k o L"rlsi[314 4 I.il �i[:i 1 I I5:d L1 01 ! s U 1 L1 D007 SLC --- .fir i_" =LG � i_ I--- �-, l',_ Ida r f -I� E� r.t...• B12EAKf A Roots 0 - 1 1 7 { BACK f �1 ROOM 1l , ;;.-,:::Lc�.,.__x�.w�s.:_..�-•c,:�-r_ r�.• 1 i ® f t�U s' 1 ac 7s . D C L1 �2 a= i30 .: � I 17 DOOR COOLER €` PSI - r�za�� I ✓i ;Lr":� •.. _ •'_ >-. r?�}�*;,�� .xm, � rF:�`�:"'*3-'Ck�".C?.1'7�;.i'ki0'?... r �� R FREEZER _ - _ FR - _ , NTD67 t L i1 - HALL � E [ IF 7cd 7ZCd LiiJO L ..._..._ -.... j' j vacs KkCs NAL3 -- NhC3 — NAO _... 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[ , ; I I � .� � ; � Lai fJ .i 1 I i i , f �r i; fi , m I ! tlA,{ c7 I I �// C i1 7i�1 L1 VQ f S] � � • I r � I.. VLt� . 3 I] / /lly 3_: -' � :� f L1 D02Z� [ 113 / L' D031 lam. — -_ - ' ~ i l L_ M 024 p 1= L 1 D034 It-�y i r[1�'I,i HOIUE OT t7 j 1 • . I ! c, �' r :] i � --,h-•- � is REIAOTE rn � � '-IS n L.... _ � r ` • ! ti ,n TEST SWITCH ;g t _ 1 � uLg� La LOCATE[]N � TO FACP •i L1 M026 - 24VDC 1DQ37 a LOSS, _ u _ it5 I i SOWER S 10M f LL E! 'i15cd s EE l 115w f " r•. �I[ N A E) 02 E L L � w `• �� i ; i _ � , ` •.�-_�- I 1, � I ° � � { i w 1 3 a A l I fl w I E ILII�039 s 1 yip A lei 1 II L` U019 P L` ID0Z3F Li CiM#29 LI D032 L1D0351; �� - ' i�ITRY I � e i 1i K ___._.�.______._ ___—.____._ ..__—_— _ .......-_.____. _ -_.. _ ...-__.._._._.___�__. _.—_____._.____—r— L 1 MD2D FIRST FLOOR FIRE ALARM SYSTEM PLAN E„LY1X M E ALL ", - `i Li -ETEC OR REMOTE i,liE : f ! FIRE r ._ -. ... .. . f. L 1 D0=l(1 4; _ S rbGl C¢v� — Des~Optiog M cInutucture/Part I umQer j CSF'M . ;'Dumber fv4o— sting Regtiirerr.ent5 I F 01 FireAlarmControl — FireLite _ Surface mounted enclosure provided laanef MS92000DLS 7165-0075:0208 Top 72- AFF conduit to ceiling N! 01 Flre Alarm Annunciator Alpha Keypad �- TFireLite — 'ANN-84 -�5,—Jppliad 7120-OQ75:C]2] 1 Single or double Gang, 4" square box 60n AFF conduit to ceiling — 01 Sprinkler Valve Tamper by Connection Only Switch ySprrikler Contractor L T ^ 01 Water Flow Switch 'Supplied by 'Sprinkler Contractor I Connection Only ! -. 01 manuol Pull Station Flre' Lite 71575: 0184 0-0a Single Gang, 4" Octagon or Square I I Smoke Detector Photo Electric Rate Df Rise Heat-�IFireLlte BG-12LX FireLlte SD355 7272-D075:0194 Wall Mounted 48" L of Backbox Single Gang, 4" Octagon or Square in the ceiling Single Gang, 4" Octagon or Square 7-47 7270-DQ75, D195 rt ! H355 'Provide By �' I^ Mechanicaf_ContrQetor ISystem Sensor - RTS-151-KEY T--..T.... -- !Lr,'o 7300-1653:0212 7300-❑075:0185 in the ceiling _S us O, iTest/Reset Duct Smoke Detector Photo Electric -_Supply Remote indicator Duct Mounted �— r Column Mtd.Q AFF_ _ 1 Surface mounted enclosure provided Within 3' of Device -- } I 04 iRelay Module i FireLite ICRF-300 i 1 02 ❑uai Monitor Module —� 1 'FireLite --300 7300-D075: D185 Surface mounted enclosure provide iWithin . I` Y f� �._ Q7 Horn Strobe I ` MD System Sensor - 7125 1fi53:0188 3' of Device Ceiling Mount Not Higher than 30' 9 � G. 09 Candela Indicated ADA/Strobe PC2R System Sensor 7125-1653.0186 A.F.F., 4" Octagon or Square 'ailing Mount, Not Higher than 30'� 9 g [ Candela Indicated — _ ADA Strobe / SCR ___ ys tem Sensor -�- A.F.F•, 4" Octagon or Square — �'aVP 02 I 'Candela Indicgted ---i � 15CRKW 7304-1653:0187 , ~ --_ Ceiling Mount, Not Higher than 30�� { `� I A.F.F., 4'° Octagon or Square_ 1_�. Harm% e System Sensor Gelling Mount, Not Higher than 30' � 9 N •,F ! iCondelg 111c}lcated l W orn/Strobe PC2RK System ��-_____— Ys Sensor 7125-1653:C1$8 1 9 A.F.F., 4" Qctagon or Square -� Mount above the FDC locate on site WIa D ++ 7125-16a3:Ot88 lCondela Indicated ITelular Cell Communicator P2RK TeGFSQ4 lular Corp 4' Wecith_er Proof Back Box Surface mounted enclosure provided I 'emu O' � oie Path - j{ 'TG7� 7300-1402:0109 Within 3' of FACP 1 �- � `•yl Non-Addressabel Reloy System Sensor 730b-1653:4173 Surface mounted enclosure provided R _�- Multi -voltage _ _ . _ _ ...._..._.._.... _ 1...- R-•10E Within 3' of FACP — Hre Aarnn Wire LeGend — —Wire Desijnatfons sic -- - - uc -- _— Wire_T pes _____ ' Signal Line Ciruit -_1812 FPLP H 4 roar H.Ar. ' Notification Appliance Ciruit 14%2 FPLP Annunciator Giruit - 18/4 FPLP ! ievck. 24Volt Power Circuit 16 2 FPLP HTs -- R u -7s I ra — ._ — -- �_ I 'Remote Test Switch ....__ ' 113e 1812 FPLP---------_ Ciruit - 1$ 4 FPLP PROJECT INFORMATION PROJECTINFORMATION: O� NAME OF PROJECT: ALDI ADDRESS: 78-601 Highway 111 La Qu in ita, CA 92253 PROPOSED E. uS • MERCANTILE FIRE ALARM INSTALLER: PROTECTION 1 BUILDING SQFT: 18,246 26074 Avenue Hall, Suite 1 OCCUPANCY LOAD: 387 PHONE: 424-320-3309 S I A I1: LICENSt No.626615 OCCUPANCY CLASS: M& S-1 FIRE ALARM VENDOR PROTECTION 1 4221 W JOHN CARPENTER FWY IRVING, TX 75067 j 214-277- 7111 FIRE ALARM DESIGNER BRAD WELCH NICET IV 104D.32 214-277-7111 PROTECTION 1 4221 W JOHN CARFIE117ER FWY IIRVING, TX 75067 I INDEX OF DRAWINGS + FA-1 FIRE ALARM FLOOR PLAN LAYOUT • FA-2 FIRE ALARM RISER DIAGRAM & SYSTEM CALCULATIONS `I I '!y I f , j: .,i. .� a .. _• � r•!r,"4 t of .�•• •.�',.r •;: APPROVAL Riverside County Fire Department Office of the Fire Marshal By. Lisa Namngriam zj The approval of plans and specifications does not Elermlt Lhe violadon, deletion, omission or faulty Insta€ladon of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes un •I approved by the Fire Department. + i I I I 'I r I a { C ON I RACTOR z _ O C;, Riverside Cc Office of the R DEC 22 M W PLAN TYPE: SPRINKLER MONITORING DEVICE LDCAI IONS WITH 'DELAY EGRESS p Ln �� Co J Cfl C? } U) I 7W f 391 C r , � LU Z U_ C:) Coo J CD Q --- r^� V l Lo 1 1 ^ CD 2 4-9 0 < to �oo o o l; CU)LO ,W 0 CL I..L CV LO r (r) r C\j 0) CIO Q i C Jam. CD 00 CU ti J j [DATE DATE: I2J1112C15 LAYOUT BY* KENDRA MC,CUI.LOUGH SCALE;118"= T-O" Fire FA-1 rshal of FA-2 I� D 0 Receiver i 'S s'1 I ddressoble 5vstem Ri e-r TO 12Oi1/60HZ DEDICATED, LOCKED BREAKER TO GROUND (Grcutt tR1 ) EOL - (Cc tt2] EaL (4) c (3) If 3) �2(1 (cr�,et iF4] EOL (3j 3 MOUNT ON A APPROVE]] — BOX SMOKE/ HEAT DETECTOR 0'-4" MINIMUM 3dQ7t3 yl i,f]N — 'R i HINGED SIDE TG7 I f '• i I Ahl N .--il 814 _ FPLP) SLC-1 . - LfiLJ401 � R FACP }I L10002 'R 4 -- ^=-- L I D003 P L1D004 ' R LiD0 5 p LiD006 t.J L1 D07 I M 9 IuM z L.1M01C ra m L1 D01 11 P L1 D012 LlDO13 �-ell, Ll DO14 P L1 M015 L. DO16 P L1 DO17 p fif10fi8 TP �7I-' Lift020 i L1 D021 F L1 D023 p Ll M82r-1 Y-n L 1 M2? 1 D 4 L1 D027 LlD028 ` p LID029 LlDO30 c L I D031 f' L I D032 P L I D033 P L1 D04 ip LID035 L 1 D036 �' V, L 1 D437 1P LIM03$ 1 L1 LD039 P L1 DO-40 r-1 TO MONITORING STATION NFPA 72 AND ADA DEVICE INSTALLATION REQUIREMENTS —CONDUIT INSTALL PER NATIONAL ELECTRIC CODE R SUPPLY DIFFUSER OR TURN AIR OPENING 3•-0" MINIMUM 1 HORN/ STROBE GRAPHIC J � IN sCANt ANNUNCIATOR PANEL 96 MAXMUM TOP OF DEVICE MANUAL PULL STATEDN 80" MlNiitfUlr4 BOTTDM OF DEVICE 5'-0• MAXIMUM 3d(Y.)5 Ni LAN rJ•—$- o 6° MINIMUM, 4'-0" MAXIMUM) x g z � I MOUNT AUQIOI,.E & ASUAL DEVICES ON APPROVED BOXES. i Q'-6' MINIMUM 0'-4- MIN f � I 0RN SMOKE/ HEAT DETECTOR Ir FINISH Ell FLOUR f I 1 1'-0" MAXIMUM Standby Battery Calculations FIRELITE MS•-920OUDL l AMI, 66 I 79-$0'1 Hghw " 111 La Quinte CA 9225. •;: _.:. ail... .. i _. A . :.g.::: ";_•:___ ;ft:rtri ems;:: i-82{1QL ]LS kttefgentFACP with NitalCom-runcator 198 D viae 1 0-145DOO 0145000 0.275000 0.275000 ANN-N 80-C haracte-r LCD 1 0,015000 a 0115000 > AA00€ 0 0,040000 er 121)( Address,' -)We LUnual PU t Station 1 0.000230 U000220 O-t MMO 0_000000 SLi35 Addressable Photoelectric Smoke Oetectxfr 28 O,OM300 gOO8400 0.000GOD 0.Cti MO H3551 Inie9igencAddras3able Thermal heat ❑eiecm 3 0.000340 0,000900 10.013 U00 0,000000 D4120 D= Srfxlks Detector 1 1).021ow 41 D2-woo o-085wo 0-0650C10 Iv 3F-3Q0 Dual tidc=nitor 4bddle 2 0,000750 4001500 0,00WD 0,000 0p 3t c7 F�May WdLste 4 0.00=0 g001560 0.000WD 0.000000 RTS151 KEY Smoke Duct Reset -Lest Sw Ach w F Key 1 0.0112000 6()120W &0120W 0,012000 R10E Whi Voltage Relay 1 0.0M000 C.W0000 0.000000 0.01)WOO TAC I Total Alarm Current M,,a. 1 0.000000 0 60DWO 0 40000D 0_400WO W00na O.aO i �CA]4C3 O.Ot1 ToU Aux curr ent %x 3Amps 10-n8 Aiarrri 0.792 Signal Circuit; --------- -- = -- ------------ --- ----------�....................... .------ ----- -- ............. ........--_.................. 1<: .................:.. ............ t ....... ----- .. . .... C..Gi..0 - Per are0d 1 P21R{t f 1 15GD 1 0,218 0,213 I 0.004) i 0.000 tt-000 - - 0.000 T=1 I. Nbxtrourn 3.A reps 1 0.107 0210 0.107 rclat PAR (=D) PC2Rt915CtS] 2 0,216 a-438 SCR (MCD) 2 10.004 0.188 SCR (1T5m) 2 1 &210 0.420 O.t100 I i U-000 Total kWir uro 3 Amps IA51 _ FC2RK (75CD) 2 - 10.176 0-352 PC2RK (3000) 1 0-079 0_079 SCRK (150D) 0,066 a 132 SCR pwo) 2 0 C 9m 0-188 i Pr-2R(WC D.) 1 0-107 0,107 Total 3 Mxilrum 3 Arms 0.95$ Circa 4 PC2R (115Cpj 3 I 0,216 4.65 SOt(t15C17) I 0,210 4-630 j I 0,000 i I CLOG 0.000 3 3,511 Circuit 1 Ckcui 2 Orctig 3 Orcuit 4 Max Wine Run Distsrk a Fof AM 14 29S8 SIM 759 507 Actuak lVire run Distince 43 230 26€I 464 Voltage Drop for 14 KWG wire 0.058 1.825 1.374 3.658 Voltage t-xap w 2 ' Wre Runt 11.Stance " 3,07 Ohree Flaw 10T10 ft 14 AW3 " To'•ai Ccxrent for Ckrcull! 1000 Standby Pours 1 24 Standby Iuasfy Draw'0-206 / Standby Anp firs 14.934 Alarm Cufre nt A.= AW-mQATent:5 Wn 10.357 Battery Size Izquirad w ith 5Mrt. A Yd m Txrle and 20% Reserve fi_35Q FIRE ALARM V ATR I X 454 WITH OCCUPANT 2 T 4 0 0� N OT 1= SAT I N �& �S �� 4g�� Q��a= �� `��P SPRINKLER SYSTEM - WATERFLOW SWITCH i - VALVE TAMPER SWITCH SMOKE DETECTOR 0 MANUAL PULL STATION 4 0 10 DUCT DETECTOR ABNORMAL CONTROL, CIRCUIT OR DEVICE S Qty i)escrlpt[on Monufaciure/mart Number � ��- CSFfA Number hriaurtt9ng >�eauirernents y i G1 ^Fire Alarm Control Firet.ite 'Panel MS9200UDLS 7165-0075.0205 `� Surface mounted enclosure provided Top 72" AFF conduit to ceiling E 01 lFire Alarm Annunciator 31 FireLlte !Alpha Keypad ANN-8D p yp 7120-0075:0�11 Single or dauele Gang, 4" square iaox, j 6C" AFF conduit to ceiling _ 101Sprinkler 01 ! Valve Tamper Supplied try 1Switch Sprinkler Contractor Water Flaw-FaTsupplied by Switch ;Sprinkler Contractor �- Connection Only f Connection Only L� 01 Manual Pull Station FireLlte j BG-12LX 7150- 0075: 0184 Single Gang, 4" GctagDn or Square Wall Mounted 48" L of Backbox 28 5m FireLlte Smoke Detector Photo Electric 5D355 G C Rate Of Rise Heat F I reLlte I'H355 T^ 7 - 272 D075: D194 7270-D075:DI95 ~- Single Gang, 4-" Octagon or Square I i e c i- n the e Iln 9 Single Gang,4" Octagon or Square�iR0-3 ', Duct Smoke Detector I Provide in the ceiling 5 n1 By Photo Electric - Supply Mechanical Contractor Duct Mounted I TS R� 01 04 Remote indicator System Sensor Test/Reset RTS-151-KEY Relay Module FireLite CRF-300 T^T- Dual Monitor Module ' FireLlte I MCJF-300 Horn/Strobe _ - System Sensor — 73Dq-1853:0212 7300-D075: D185 7300-DO75: 0185 - - Wail or Column Mtd. � 60" AFF. Surface mounted enclosure provided Within 3' of Device Surface mounted enclosure provided Within 3' of device _ Ceiling Mount,NotHigher than 30' ` ki1JIu9 ' i 02 __ G 57 Candela Indicated i PC2R 7125-1653:0188 A.F.F•, 4" Octagon SgtFars I i u-- or _ - C I 09 ADA/Strobe ''System Sensor �Condela Indicated I SCE 7125-1653:01$6 Ceiling Mount, PJo# Higher than 30�i 4 Octagon or Square 1-- ADA/Strobe �I Systern Sensor ICondeia Indicated I_SCRK ^ T^�A.F-F-, _ 7300 1653:0187 �- 'Ceiling Mount, Hot Higher than 30' 1 ;AFF , 4" Octagon or Square Calling Moher than 34 I unt, Not Higher A.F_F. 4 Octa on or Square 9_ I �!0 0 �-orn r Strobe SystemSensor Candela Indicated PC2RK ! 7125 1653.0 88 I _ ``�P{ Ex ❑1 Horn/Strobe Candela Indicated P2RK System Sensor 7125-1653:0188 ! ! Mount above the FDC, locate on site f 4" Weather Proof Back Box Tr r7' v, I---€ 01 - �- Telular Cell Communicator � Tel Corp ,Sale Path I' TG7GFS44 730Q-14n2:0109 — � Surface mounted enclosure provided I Within 3' of FACP Ei1 an-Addressobe! Relay System Sensor lNulti-voltageI 7300-1653:0173 Surface mountedenclosure provided [ � f2-1DE � - Within 3' of FACP !=Irk Al.qrr-rll Wire, + e lend Wire Designat ons Wire Types_ - �c — - 3LC --- sac Signal Line 2 FPLP "AC rtkC rwc _•-1 Notifcatian A-pplionce-Ciruit - 14/2 FPLP j _i ;14vaG 2AWrC T 24v_,;: jAnnunclator Ciruit - 18/4 124` Olt Power Circuit - 18 2 FPLP Ors FITS Rn Remote Test Switch Ciruit - 18/4 FPLP_ j roc -- IDc --_ trc - IDC -T 1 8/2 FPLP -- - GENERAL NOTES: A FIRE CONTROL PANEL/TG7 A�E INHERENTLY POWER LIMITED AND SIGNALING AND INITIATING CIRCUITS DO NOT REQUIRE OVER CURRENT PROTECTION. THE TG7 WILL BE EQUIPPED AS SOLE PATH AS DEFINED IN NFPA 72. ITS ABILITY TO PRIVIDE LOCAL AND REMOTE NOTIFICATION OF A LINK FAILURE WITHIN 60 MINUTES OF DETECTION, AS WELL AS ITS ABILITY TO MEET THE BATTERY REQUIREMENTS UNDER THE ADDITIONAL STRESS OF SIXTY MINUTE SUPERVISION. THE TG7 WILL BE PROGRAMM�C] TO INITIATE AND COMPLETE A TEST SIGNAL TRANSMISSION EVERY 60 MINUTES. I CONSULT WITH OWNER AND/OR GENERAL CONTRACTOR FOR EXACT LOCATION OF THE FIRE CONTROL PANEL/TRANSPONDER PRIOR TO INSTALLATION. I INSTALLER SHALL COORDINATE ALL WORK WITH THE OWNER & GENERAL CONTRACTOR AND ALL OTHER TRADES. INSTALLATION: THE ELECTRICAL CONTRACTOR, WILL PROVIDE A 120 V.A.C. 20 AMPS DEDICATED CIRCUIT TO LOCATION OF FIRE CONTROL PANEL/TRANSPONDER WITH LOCK -ON TYP. C-B-- POWER LIMITED WIRING SHALL BE SEPARATED FROM NON -POWER LIMITED ELECTRIC LIGHT, AND CLASS 1 CIRCUITS. A MINIMUM OF 2 INCHES. ALL CIRCUITS WILL BE IDENTIFIED AT JUNCTIONS AND AT TERMINATION BY MEANS OF A DURABLE AND VISIBLE LABEL' KALL WIRING AND CABLING MET ODS WILL COMPLY WITH N.F.P.A. 70:760-28 STANDARDS. BY WAY OF PROT CTING ALL WIRING WITHIN 7 FEET FROM THE FINISHED FLOOR IN COND T -UP AND BY CONCEALING ALL WIRING IN WALLS, CEILING -AN CTIVE BUIL _ NO "T" TAPPING OF FIELD WIRING IS PERMISSIBLE IN SUPERVISED CIRCUITS, DATA CIRCUITS ARE EXCLUDED. MOUNTING OF ALL DEVICES TO COMPLY WITH NFPA 72. REFER TO MANUFACTURER'S CPT SHEETS FOR MORE INFORMATION ON THE DEVICES. IF THE TRANSMITTER IS NOT L CATED IN THE SAME ROOM AS THE TELCO EQUIPMENT BACKBOARD FIRE WIRE IS TO B. USED BETWEEN THE "D" MARK AND THE FIRE ALARM CONTROL PANEL EXCEPTION, I CONDUIT IS PROVIDED FROM TELCO BACK BOARD TO TRANSMITTER LOCATION STAN ARD 1/0 WIRE MAY BE USED. THE FIRE ALARM INSTALLER IN RESPONSIBLE CHARGE OF THE EACH SPECIFIC PRO- JECT SHALL BE CERTIFIED BY TOE DIVISION OF APPRENTICESHIP STANDARDS AS A '' FIRE/LIFE SAFETY TECHNICIAN", AND MUST FURNISH PROOF OF SUCH CERTIFICATION UPON REQUEST. CONTROL PANEL FOR FIRE ALARM ONLY, P,L ARA4 1; 10 ti r fl1TAC T �3r_ 2 Exp. 09�3W2016 GP', PLAN TYPE: SPRINKLER MONITORING DEVICE LOCATIONS H DELAY EG RESS RE G S S o LO U J UD [') 3: W r0 111 r L3 U) W Z U < 47 °° J O r -9 o L) L °- ' a rn0 p fr o .�..o� 0 C:U)Lo U C�] ] .— >iL I- 0� LO N CY) I� b (0 CY I cc) M t` J DATE 1211112015 LAYOUT avl KM DRA MCCULLOUC3H SCALE; 118" a 1'-0- F o� of I FA-2 (E) FIRE 4"X2Y"X2Yz" FDC PIV R TOWER 1 a � 1 r MAIN SALES BUILDING SECTION SCALE: 1�$" _ 1' BUILDING SECTION NOT TO SCALE .11'1 'w a❑ .off NO 61 0• •• r.�'..-�y e / Qr , " 110 / V Y•�' r / r � a i e l° O� ` •r r � .� 9,f5 Z t Aa / 1 FOR HYDRAULIC CALCULATION REFERENCE ONLY UNDERGROUND PIPING PLAN SCALE: 1 " = 30' 0 15' 30' 60' 0 TOWER 2 A ENTRY (E)6'' AMES 500OSS RPDA 41H CHAIN, LOCK, SIGN, I & TAMPER SWITCH ,LTV �YL v I UL{ �Lf❑ f vu C900 C900 CL150 CL150 FOR REFERENCE ONLY TTACFLOUPVENEDTA_K4 POST INDICATOR VALVE WITH TAMPER SWITCH FIRE LEPARTMENT CONNECTION z i 4' CHECK VALVE r as I 4' DUCTILE IRON FROM SUPPLY m TO SYSTEM MECHANICAL JOINT VALVE MECHANICAL JOINT TEE CHECK VALVE 3 E PIV 8c E FDC ASSEMBLY DETAIL NOT TO SCALE STANDARD UNDERGROUND SYMBOLS - RISER WITH FLOW SWITCH - OS&Y GATE VALVE - INDICATING BUTTERFLY VALVE - CHECK VALVE - KEYED GATE VALVE WITH ROAD COVER - FDC LOCATION - PIV LOCATION T - FIRE HYDRANT LOCATION C` - RISE UP OR DROP DOWN (VERTICAL PIPE) ["] - BACKFLOW DEVICE LOCATION NEW UNDERGROUND PIPE - EXISTING UNDERGROUND PIPE ABOVE GROUND PIPE P - THRUST BLOCK LOCATION 0 - HYDRAUUC NODE POINT 0 HYDRAULIC DATA PLATE C Project: I ALDI FOOD MARK 8 Date: Location: -601 HWY 111_ LA QUINTA. Sysip: 0 Contractor. R8M FIRE PROTECTION Zone: Address: 951 657-8899 Area: SALES ROCR Hazard: Light: 0 OR-1(8'):0 OR-2(12'):0 EX-1:0 EX-2= NFPA Standard: INFPA 13 2013 System Type: T® Density/Area: 10,20 1 gpm/sf over 500 sq.ft. area Area/Sprinkler 1,30 sf/sp. used: 130 sq_ft. allowed Mfg: C Model: -B Sprinkler Data: UPRIG T Orifce: 1®K factor. 5.8 Degree: 20 Sprinklers Flowing: ©Sprinklers Hose: 50 gpm allowance TOTAL SPRINKLERS ON SYSTEM: 1214 SUMMARY OF FLOW End Sprinkler Flaw: 126.0 gpm 21.556 psi Discharge of Flow Sprinklers: PM 71 TOTAL DEMAND BASE OF RISER 37 .65 & PSI With Hose: ® gpm Np With Rack- ® gpm SUPPY DATA Location: ISIMON DR Test By. I CO&HELLA VALLEY WATER GIST. Test Date: 13-2-2 1 City. Static:psi; Residual: 8 8 psi: Flow:12 gpm Fire Pump Rating: NA gpm Fly =psi; Electric:® Diesel: NA PIPE DATA C-Factor: Aboveground= 120 Underground- 150 Pipe Type: Sched/40:❑ Lt.Wall: (XI A.- ❑ CPVC: ❑ Capper: ❑ STORAGE Commodity Class: NA Max. Hgt.®ft. Min. NA Clear Aisle width ®ft. fig.No. (231-C): IA Curve: Sprinkler/Level to Flow: Rack Demand: ®gpm a©psi 0 ref. point: Backflow Prevernter: Mfg: M S Model: 50005 (If provided) 0 0 ° HYDRAULIC DATA PLATE Project: I ALDI --MARKET, 08 Date: Location: 78 601 HWY 111 CLU I A CA Sysf.0 Contractor: IRBM FIRE PRO TION Zone: 0 Address: 951 57--8899 Area: over 3 Hazard: Light: 0 OR-1(8'):0 OR-2(12'):FX EX-1:0 EX-2:0 NFPA Standard: INFPA 13 O System Type:O Density/Area: 10.10 gpm/sf over. entire area sq.ft. area Area/Sprinkler 1130 sf/sp. used: sq.ft. allowed Mfg: I TYCO Model: - Sprinkler Dato: UPRIGH 0rifce: 1® K-factor- h Degree: Sprinklers Flowing: 14 Sprinklers: Hose: 00 gpm allowance TOTAL SPRINKLERS ON SYSTEM: 1214 SUMMARY OF FLOW End Sprinkler Flow: 114.82 gpm 0 17.004 1 psi Discharge of Flow Sprinklers: 1162.51 GPM TOTAL DEMAND BASE OF RISER I I 6E51 GPM 0 66.3 PS With Hose: ® gpm ® With Rack: Np gpm SLIPPY DATA Location: MON R Teat By. COACHELLA VALUY WATER DI5 Test Date: 111- _ 1 City. Static: U-s5 psi; Residual: psi; Flow: 2 .0 gpm Fire Pump Rating:® gpm 0 NA psi; Electric:® Diesel: NA PIPE DATA C-Factor: Aboveground= 1 0 Underground= 1140 150 Pipe Type: Sched/40:❑ Lt.Wall: ® XI: ❑ CPVC: ❑ Copper: ❑ STORAGE Commodity Class: NA Mox. Hgt.®ft. Min. Clear Aisle width NA fk. F-iq.No. (231-C)Curve: NA Sprinkler/Level to Flow: Rack Demand: NA gpm 0 NA psi 0 ref. point: NA Backflow Prevernter. Mfg 6 AM Model: ❑ 055 (If provided) 0 0 6.2.9 STOCK OF SPARE SPRINKLERS. 6.2.9.1* A SUPPLY OF AT LEAST SIX SPARE SPRINKLERS SHALL BE MAINTAINED ON THE PREMISES SO THAT ANY SPRINKLERS THAT HAVE OPERATED OR BEEN DAMAGED IN ANY WAY CAN BE PROMPTLY REPLACED. 6.2.9.2 THE SPRINKLERS SHALL CORRESPOND TO THE TYPES AND TEMPERATURE RATINGS OF THE SPRINKLERS IN THE PROPERTY. 6.2.9.3 THE SPRINKLERS SHALL BE KEPT IN A CABINET LOCATED WHERE THE TEMPERATURE TO WHICH THEY ARE SUBJECTED WILL AT NO TIME EXCEED 100-F (38'C). 6.2.9.5 THE STOCK OF SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATINGS INSTALLED AND SHALL BE AS FOLLOWS: (1) FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS -NO FEWER THAN SIX SPRINKLERS 6.2,9.6* ONE SPRINKLER WRENCH AS SPECIFIED BY THE SPRINKLER MANUFACTURER SHALL BE PROVIDED IN THE CABINET FOR EACH TYPE OF SPRINKLER INSTALLED TO BE USED FOR THE REMOVAL AND INSTALLATION OF SPRINKLERS IN THE SYSTEM. 6.2.9.7 A LIST OF THE SPRINKLERS INSTALLED IN THE PROPERTY SHALL BE POSTED IN THE SPRINKLER CABINET. 6.2.9.7.1* THE LIST SHALL fNCLUDE THE FOLLOWING: (1) SPRINKLER IDENTIFICATION NUMBER (SIN) IF EQUIPPED; OR THE MANUFACTURER, MODEL, ORIFICE, DEFLECTOR TYPE, THERMAL SENSITIVITY, AND PRESSURE RATING (2) GENERAL DESCRIPTION (3) QUANTITY OF EACH TYPE TO BE CONTAINED IN THE CABINET (4) ISSUE OR REVISION DATE OF THE LIST TOR e � a � � CMU WALL •d � V STROBE/HORN ALARM a (WIRING BY OTHERS) z L'1 ... .. slm r 15wrts.{dub Y. = {G's Prime Sihuui: 3; Opp riq LLJ Cr U0. - PROJECT SITE <d 2li ABBREVIATIONS AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ASR AUTOMATIC SPRINKLER RISER ATR ALL THREAD ROD BOB BELOW BOTTOM OF BEAM BOD BELOW BOTTOM OF DECK CL CENTER LINE CH CEILING HEIGHT CPVC CHLORINATED POLYVINYL CHLORIDE DN DOWN DI DUCTILE IRON DP DROP (E) EXISTING GBE GROOVED BOTH ENDS GPM GALLONS PER MINUTE FIG FIGURE ID INSIDE DIAMETER MAX MAXIMUM MIN MINIMUM MECH MECHANICAL MTCI MECHANICAL TEE CUT IN NIC NOT IN CONTRACT NITS NOT TO SCALE OC ON CENTER OS ON SLOPE POC POINT OF CONNECTION PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RC REDUCING COUPLING RU RISE UP RN RISER NIPPLE RLC RELOCATE R&P REMOVE AND PLUG RT ROOSTER TAIL SCH SCHEDULE SF l SQUARE FEET SO F1 SQUARE FEET SU SPRIG UP SSU STANDARD SPRAY UPRIGHT SSP STANDARD SPRAY PENDENT T&G THREAD AND GROOVE TYP TYPICAL U.L. UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE 3" 12'-6" AFF FLOW TO SYSTEM - 3" FLEXIBLE COUPLINGS I FLOW SWITCH WIRING BY OTHERS 1 3"m 300 PSI WATER PRESSURE GAUGE 3" FLEXIBLE COUPLING 5'•X3'• GROOVED REDUCING COUPLING RBM FIRE PROTECTION ? POINT OF CONNECTION FINISH FLOOR REF- 0'-D" AFF o d 10" 0 CLEARANCE WITH APPROVED MASTIC 6" ONE PIECE SCH.40 a' STAINLESS STEEL RISER ASSEMBLY 6"PVC,C900,CL150 MEGA LUG RESTRAINT THRUST BLOCK AT PIPE JOINT V RISER STUB -UP AND ASR ASSEMBLY DETAIL NOT TO SCALE SPARE SPRINKLER CABINET $ ` a a 1Y4' AGF TESTnDRAIN WITH PRESSURE RELIEF VALVE AND Y2,• 0RIF10E 4 4 1Y4" MAIN DRAIN a DVFI a 4 NFPA 24, 2013 ' SECTION 10.6:5 PIPE JOINTS SHALL NOT BE LOCATED UNDER a FOUNDATION FOOTINGS. THE PIPE UNDER THE BUILDING OR BUILDING FOUNDATION SHALL NOT CONTAIN MECHANICAL JOINTS. CD < IZ C) LEI LLJ iT W � L: ctf - < L_ VICINITY MAP NOT TO SCALE - THE PROJECT SHALL CQMP-LY R_ H 6LL-APPLICABLE CODES: * 2013 CA BUILDING STANDARDS ADMINISTRATIVE CODE • 2013 CALIFORNIA BUILDING CODE ■ 2013 CALIFORNIA ELECTRICAL CODE • 2013 CALIFORNIA MECHANICAL CODE • 2013 CALIFORNIA PLUMBING CODE • 2013 CALIFORNIA ENERGY CODE • 2013 CALIFORNIA FIRE CODE • 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE * 2013 CALIFORNIA REFERENCE STANDARDS CODE CCR TITLE 19. PUBLIC SAFETY: DIVISION I. STATE FIRE MARSHAL • 2013 NFPA 13- INSTALLATION OF FIRE SPRINKLERS* 2006 NFPA 25 CALIFORNIA EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS • 2013 NFPA 72- NATIONAL FIRE ALARM AND SIGNALING CODE* *AS AMENDED BY CALIFORNIA BUIi DING INFORMATION CODE DATA Q OCCUPANCY TYPE: M, S-1 ¢ CONSTRUCTION TYPE: V-B, SPRINKLERED 1 STORY g BUILDING HEIGHT 22'-1O" L$ r AREA 18,246 SF C,IOR AREA BELOW THE ROOF DECK IS HORIZONTAL UNOBSTRUCTED NON. COMBUSTIBLE. ANC CEILINGS BELOW THE PLENUM AREA IS HORIZONTAL UNOBSTRUCTED LIMITED COMBUSTIBLE. o�A_�d�$ d CEILINGS WITHIN THE PLENUM AREA IS HORIZONTAL UNOBSTRUCTED NON COMBUSTIBLE. � Q _< CC z CEILINGS WITHIN THE HIGH ROOF AREA ARE OBSTRUCTED COMBUSTIBLE. a r g U a 6- a U U . �oo o WATER INFORMATION STATIC: 90.65 PSI RESIDUAL: 85.78 PSI FLOW: 2500 GPM TEST DATE: 11-2-2015 TIME: MAX. DAY DEMAND TEST BY: COACHELLA VALLEY WATER DISTRICT° PIPE SCHEDULE SIZE TYPE INSIDE DIAMETER IN INCHES 1" DYNA THREAD 1.080 1Y4" DYNA THREAD 1.408 6 SCH. 40 STEEL 7.981 1'Y SCH. 10 STEEL 1.582 APPROVAL 2Yz" SCH. 10 STEEL 2.635 RIVerSide County Fire Department W 3" SCH. 10 STEEL 3.260 Office of the Fire Marshal - BY:. ��Z. / . , arc. L �i yr�� .Tisa ing ate - 6• CL52 D.I. 6.610 The approval of plans and specificadans does not permit the violation. deletion, Omission or fatrity 6InAaliadan of an requirements of Title 24 or an " PVC CL150 G90O fi.O80 Loral Ordinances Construction shall remain Y / accessible and exposed far inspection purposes until '�7L approved by the Fire Department. DESIGN CRITERIA SALES AREA, STORAGE -ORDINARY HAZARD GROUP ll ELI'' 0,20 GPM/5F OVER 1500 SIF W SC SR 5.6K UPRIGHT SPRINKLERS INTERMEDIATE TEMP 130 SF MAXIMUM SPRINKLER COVERAGE Ld RESTROOMS, OFFICES, BREAKROOM, & HALL LIGHT HAZARD [ 4 0.10 GPM/SF OVER 900 SF SC OR 5.6K RECESSED PENDENT SPRINKLERS ORDINARY TEMPLT 225 SF MAXIMUM SPRINKLER COVERAGEED c HIGH TOWERS UNUSED ATTICS pCL ° LIGHT HAZARD UCD 0.10 GPM/SF OVER 1500 SF (ENTIRE AREA) � SC SR 5.6K UPRIGHT SPRINKLERS INTERMEDIATE TEMP ;n LL CC 130 SF MAXIMUM SPRINKLER COVERAGE 7 PSI MINIMUM PER SPRINKLER LL SCOPE OF WORK DESIGN / BUILD OF A WET AUTOMATIC FIRE SPRINKLER SYSTEM (OVERHEAD ONLY). POINT OF CONNECTION THE POINT OF CONNECTION IS: AT THE (E) 6" RISER STUB -UP (BOR) 6" AFF. Cn co GENERAL NOTES 00 1, SPRINKLER PLANS SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY PIPE. A � I SET OF APPROVED PLANS SHALL BE MAINTAINED AT ALL TIMES AT THE ILn - CONSTRUCTION SITE. 2. THIS AUTOMATIC FIRE PROTECTION SYSTEM SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH NFPA 13 2013, CFC 2013, AND LOCAL CODES. 3. SPRINKLER SYSTEM 15 WET,r0 LO 4. ALL MATERIAL TO BE NEW AND U.L. LISTED FOR FIRE PROTECTION SERVICE. ONLY cV NEW V_L. LISTED FIRE SPRINKLERS SHALL BE INSTALLED IN THE FIRE SPRINKLER S � SYSTEM. < 5, ALL STEEL PIPE TO BE SCHEDULE APPROVED FOR FIRE PROTECTION SERVICE.= U 6. ALL THREADED FITTING TO BE CAST IRON CLASS 125. � W -LLi � 7. ALL GROOVED FITTINGS AND/OR SADDLES TO BE VICTUALIC FIRELOCK OR EQUAL. 0� ALL GROOVED FITTINGS ARE TO BE RIDGED UNLESS NOTED OTHERWISE. __10 sD ::D 8. ALL COUPON DISCS FROM MECHANICAL TEE'S WILL BE WIRED TO PIPE AND RETAINED FOR INSPECTION, 0o 9, WIRING AND ELECTRICAL ALARMS IS NOT PART OF THIS CONTRACT, 10, PENETRATIONS OF RATED CORRIDORS, WALLS, AND ASSEMBLIES SHALL BE SEALED IN D ACCORDANCE 2013 CBC. 1 0 O ¢ 11. STATIC PRESSURE IS LESS THAN 100 PSI. UNSUPPORTED STEEL ARMOVERS LENGTH � 00 SHALL NOT EXCEED OVER 24 INCHES. 12. A STOCK OF SPARE FIRE SPRINKLERS OF EACH STYLE, TYPE, AND TEMPERATURE r z U RATING ALONG WITH A SPRINKLER WRENCH SHALL BE LOCATED AT THE MAIN SYSTEM RISER OR OTHER APPROVED LOCATION. U 13. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING FUNCTION AND BUILDING PROTECTED. K) Ld LJ N � J 14. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS IN THE PRESENCE OF THE FIRE INSPECTOR. JOB #: 15034 15. SYSTEM TO BE HYDRO -STATICALLY TESTED AT NOT LESS THAN 200 PSI FOR A DATE: 11-15-2015 MINIMUM O1` 2 HOURS.. DESIGN BY: RICHARD MEADOWS 16. SPRINKLER SYSTEM SHALL BE FLUSHED TO REMOVE FOREIGN MATERIAL THAT MAY HAVE ENTERED THE OVERHEAD SYSTEM DURING INSTALLATION. THE WATER SHALL SCALE: AS NOTED BE FLUSHED UNTIL THE WATER IS CLEAR AND ACCEPTED BY THE INSPECTOR. SHEET #: l OF 3 17. A COPY OF NFPA 25. 2011 CALIFORNIA EDITION SHALL BE GIVEN TO THE OWNER AND TENANT. FP>r 1 BRACE €NFOR€VMATION Type: Lateral FASTNER INFORMATION Ma x i mu m Spaci ng: 20 feet - Con necti on to., Steel Length of brace- 7-0 Orientation of connection surface: f Diameter of brace- Cinch Fastener: Through Bolt Type of brace: Sch. 40 Steel Pipe .... ..... . .. Type: Steel Angle of brace: fi0° to 90" Diameter: 112 inch Least radius of gyration: 0.421 Length: NA I/rvalue: 200 Maximum load: 2850lbs Maximum horizontal load_ 16W Ibs S EA M I C SRAC E ATTACHIM E NTS Structure attachment fitting #1: Make: Caddy Model: Caddy CSBUNIV Listed load rating_ 3000Ibs Adjusted load rating per193.5.10.3: 2597 Ibs Structure attachment fitting #2: Make: Caddy Modei- Caddy CSBBAR Listed load rating: 3000 Ibs Adjusted load rating per9A.5.10.3: 2597 Ibs Sway braoe (pipe attachment) fitting: Make: Caddy Model: Caddy CSBQG Listed load rating; 2015lbs Adjusted load rating per9.151D.3: 17451bs SPRINKLER SYSTEM LOAD CALCULATION [Fpw =CpWp] Cp= 0.7390 Ss = LS650 Diameter IType length jft) Weightperfoot Total Weight 3 inch Schedule 10 20 feet 7.94 Wit 115.9 Ibs 11/4 Inch Allied DynaThread 205 feet 2.54 lb/ft 390-1 Ibs inch- feet lb/ft Ibs inch feet Ib/ft Ibs Total weight 496-0 Ibs Total weight in the Zane of Influence (Wp x 1.15) 570.4 ibs Maximum Fpwper 9.3.5.5.Z 966.0 lbs INSTALL A BANGER ASSEMBLY WITHIN 4" OF THE BRACE PIPE ATTACHMENT TO RESIST VERTICAL MOVEMENT TO SEISMIC LOADS CADDY CSBBARUEG BAR JOIST ADAPTER�� 6" MAX. FROM PANEL NT TOP CORD OF 50' MIN. - _ -STEEL--BAR JOIST CADDY CSBUNIV050EG ATTACHMENT i" SCH. 40 STEEL PIPE BRACE CADDY CSBOG,0300EG QUICK GRIP 7L As 20'-0" O.C. MAXIMUM SPACING SYMB01- ON PLANS eAl SWAY BRACE DETAIL NOT TO SCALE BRACE INFORMATION Type: Longitudinal FASTNER INFORMATION MaximumSpacing: 20 feet Connection to: Steel Length of brace: 7-0 Orientation of connection surface: I Diameter of brace: I inch Fastener: Through Bolt Type of brace: Sch.40Steel Pipe Type: Steel Angle of brace: 60°to Do' Diameter 112inch Least radius of gyration: 0.421 Length: NA I/rvalue: 200 Maximum load: 2260 lbs Maximum horizontal load: 1604 Ibs SEISMIC BRACE ATTACHMENTS Structure attachment fitting #1: Make: Caddy Model: CaddyCSBUNIV ... ........ Listed load rating: 3000 Ibs Adjusted load rating per9-3-5-10.3 2597 lbs Structure attachment fitting #2: Make: Caddy Model: Caddy CSBBAR Listed load rating: 3000 lbs Adjusted load rating per9.3-5.10.3: 2597 Ibs Sway brace (pipe att ach m e nt ) f ittl mg: Make: Caddy Model: CaddyCSHEZU Listed load rating: 1265 lbs Adjusted load ratingper93-SAD-1 1095 lbs SPRINKLER SYSTEM LOAD CALCULATION [Fpw=CpWp] Cp=0.7300 Ss- 1-5650 Diameter Type length (ft) Weight perfaat Total Weight 2 112 inch Schedule 10 80 feet 5.89 1b/ft 344.0 lbs inch feet Ibfft Ibs inch feet lb/ft Ibs Inch feet Ib/ft lbs Total weight 344.0 Ibs Total weight in the zone of Influence (Wp x 1.15) 395.E Ibs Maximum Fpw per9.3.5.5.2 NA1 Ibs INSTALL A HANGER ASSEMBLY WTHIN 4" OF THE BRACE PIPE ATTACHMENT TO RESIST VERTICAL MOVEMENT TO SEISMIC LOADS 6° MAX CADDY CSBBARUEG DAR JOIST ADAPTER o 60' MIN TOP CORE) OF STEEL BAR JOIST CADDY CSBEZU0250EG EASY UNIVERSAL CADDY CSBUNIV050EG SWAY BRACE ° ATTACHMENT I" SCH. 4O STEEL PIPE BRACE B7- 80'-0" O.C. MAXIMUM SPACING SYMBOL ON PLANS 82 SWAY BRACE DETAIL NIOT TC SCALE BRACE INFORMATION Type: Later -di FASTINER INFORMATION Maximum Spacing: 20 feet Connection W. Steel Length of brace: 7'-0 Orientation of cannectron surface- F Diameter of brace: 1 inch Fastener: Through Bolt Type of brace: Sch. 40 Steel Pipe Type: Steel Angle of brace: w to w Diameter; 1/2 inch LeastradIusofgyrat1on: 0.421 Length: NA I/rvaIue: 200 Maximum load- 28501bs Maximum horizontal load: 1604 ibs SEISMIC BRACE ATTACHMENTS Structure attachment fitting #1: Make: Caddy Model: Caddy CSBUNIV Listed load rating- 3000 ibs Adjusted load ratingper9.3.5.10.3- 2597 lbs Structure attachment Fitting #Z: Make: Caddy Model: Caddy CSBBAR Listed load rating: 3000 Ibs Adjusted load rating per 9.3.5.10.3: 2597 Ills Sway brace (pipe attachment) fitting: Make: Caddy Model: Caddy CSBQG Listed load rating: 2015 Ibs Adjusted load rating per9.3.5.10.1 1745 lbs SPRINKLER SYSTEM LOAD CALCULATION [Fpw=CpWp] Cp=0.7300 Ss=1.5650 Diameter Type length ((t) Weight per foot Total Weight 2112 inch Schedule 10 20 feet 5.89 lb/ft 86-0 lbs 11/4 inch Allied Dyna Thread 205 feet 2.54 lb/ft 380.11 Ibs inch feet Ib/ft Ibs inch feet 16/ft Ibs Total weight 466A Ibs Total weight in the Zone of Influence ('Wp x 1.15) 1 536.0 lbs Maximum Fpw re r 9.3-53. 21 641.0 lbs INSTALL A HANGER ASSEMBLY WIT}IIN 4" OF THE BRACE PIPE ATTACHMENT TO RESIST 'JERTICAL MOVEMENT TO SEISMIC LOADS ' 1 CADDY CSBBARUEG 13AR JOISTK ER 6" MAX. FROM PATJ CORD OF - --.SP.-'EL BAR JOIST DY'CSBUNIV054EG CHMENT CHI'I 40 PIPE L BRACE CADDY CSBOG{)250EC QUICK GRIP _ A11;7- 20'-0" O.C. MAXIMUM SPACING 'SYMBOL ON PLANS F SWAY CALE BRACE DETAIL A � NOT TO S BRACE INFORMATION Type: 4-Way FASTNER INFORMATION Maximum Spacing: 20 feet Connection to: Concrete Length of brace: T-0 Orientation of connection surface- E Diameter of brace: :inch Fastener: Canrrete Wedge Anchor Type of brace: Sch. 40 Steel pipe Type: Steel Angle of brace: 45" to ST Diameter: -1/2 1 nch Le a St rad'iusofgyration: D.421 Length: 3 1/4 inch Embedment €/rvalue: 200 Maximum load: 713 lbs Maximum horizontal load: 1310 Ibs Note: Wedge Anchors in 30DOpsi normalweight cracked concrete 5EIS MIC BRACE ATTACHMENTS Structure attachment fitting #1: Make: Caddy Model: Caddy CSBUN IV Listed load rating: 3" Ibs Adjusted load rating per9-3.5.10.3- 2122 Ibs Structure attachment fitting #Z- Make: Model: Listed load rating: ibs Adjusted load rating per9.3.5.10.3: lbs Sway brace (pipe attachment) fitting: Make: Caddy Model: Caddy CSBQG Listed load rating: 20151bs Adjustedloadrat! ngper9.3-5.#O.3: 1425lbs SPRINKLER SYSTEM LOAD CALCULATION IFpw-CpWp: Cp-0.7300 Ss=1S6W Diameter Type length(ft) Weigh tperfoot Total Weight 3 inch Schedule 10 151 feet 7.9-' lb/ft 86.9 Ibs inch feet Ib/ft Ibs inch feet lb/ft lbs inch feet lb/ft Ibs Total weight 86.9 Ibs Total weight in the Zone of Influence (Wp x 1.15) 100.0 lbs Maximum Fpw per9.3.5.5.2 641.0 Ibs Y2"oX 3Y" EMBEDDED ST[EL CMU WALL CONCRETE WEDGE ANCHOR Alt CADDY C58UN1v a50EG ATTACHMENT CADDY CSBOG0300EC 1' SCH. 40 QUICK GRIP STEF[L PIPE BRACE PLAN VIEW C1 of 15'-0" O.C. MAXIMUM SPACING SYMBOL ON PLANS SWAY BRACE DETAIL NOT TO SCALE TOLCO FIG. 69 BEAM CLAMP RETAINING STRAP & NUT I" MIN TOP CORD OF STEEL---// OPEN WEB JOIST I r TOLCO FIG' 65 BEAM CLA.AP TOLCO FIG. 99 %"0 ATR TOLCO FIG. 25 VERTICAL RESTRAINT TOLCO FIG' 200 RING HANOER SUPPORTED PIPE TO 4"0 NOMINAL HANGER LOCATION SYMBOL 2 HANGER DETAIL NOT TO SCALE BRACE INFORMATION Type: Longitudinal FASTNER INFORMATION Maxi mum Spacing: 20 feet Connection to: Steel Length of brace: 7a-0 Orientation of connection surface- Diameter of brace: 1 inch Fastener: Through Bolt Type of brace: Sch. 40 Steel Pipe Type: Steel Angle of brace: W to 90" Diameter: 1/2 inch Le ast rad [us of gyration: 0.421 Le ngth: NA /rvalue: 200 Maximum load: 2Z60lbs Maximum horizontal load: 1604 lbs SEISMIC BRACE ATTACHMENTS Structure attachment fitting #I- Make: Caddy Model: CaddyCSBUNtV Listed load rating: 3000 Ibs Adjusted load rating per 9.3.5.10-3: 2597 lbs Structure attachment fitting #z: Make: Caddy Model: CaddyCS8BAR Listed load rating: 3000 lhs Adjusted load rating per9:3.5.10.3: 2597 lbs Sway brace (pipe attachment) fitting: Make: Caddy Model: Caddy CSBEZU Listed load rating: 1265 lbs Adjusted load rating per 9.3.5.10.3: 1D95 Ibs SPRINNL_ERSYSTEM LOAD CALCULATION [Fpw=CpWp] Cp= 0.7300 Ss= 1.5650 Diameter Type length (ft) Weightperfoot Total Weight 3 inch schedule 10 go feet 7.94 lb/ft 4633 lbs inch feet Ib/ft ibs inch feet lb/ft Ibs Inch feet lb/ft Ibs Total weight 4633 Ibs Total weight in the Zone of Influence (Wp x 1.15) 533.3 lbs Maximum Fpw pe r 9.3,55,21 NA1 ibs INSTAL_ A HANGER ASSEMBLY WITHIN 4" OF THE BRACE PIPE ATTACHMENT TO RESIST VERTICAL MOVEMENT TO SEISMIC LOADS CADDY CSBBARUEG BAR JaST ADAPTER o L 60' MIN ❑ TOP CORD OF STEEL BAR JOIST CADDY CSBEZU030DEG EASY UNIVERSAL CADDY CSBUNIV050EG SWAY BRACE ° ATTACHMENT 1" SCH. 4fl STEEL PIPE BRACE 0 B7 80'-D" O.C. MAXIMUM SPACING SYMBOL ON PLANS B1 SWAY SCABRACE DETAIL NQT TO LE ALL DROPS TO PENDENTS SHAL BE 1" STEEL PIPE. FIELD VERIFY LENGTHSAND CUT ON JOB, 1 INSPECTOR'S TEST LOCATION bV AILS. W-0 STANDARD OVERHEAD SYMBOLS - RISER WITH FLOW SWITCH - ELECTRIC BELL f - PIPE HANGER LOCATION - FOUR WAY SWAY BRACE - TWO WAY SWAY BRACE - GROOVED FITTING o - GROOVED COUPLING RIGID c F - GROOVED COUPLING FLEXIBLE C- - RISE UP OR DROP DOWN (VERTICAL PIPE) - DENOTES NEW PIPE .� ...rs - DENOTES EXISTING PIPE 0 - HYDRAULIC NODE POINT - HOSE STATION VALVE 1�1Z - PIPE SIZE (18-11) - PIPE (CENTER TO CENTER LENGTH DISTANCE) 18-7 - PIPE CUT LENGTH DISTANCE STEEL JOIST SAMMYS SWDR 1 HORIZONTAL MOUNT WITH NUT TOLCO FIG. 99 WO ATR TOLCO FIG. 25 VERTICAL RESTRAINT TOLCO FIG. 200 RING HANGER ;UPPORTED PIPE 0 1 "0 NOMINAL HANGER LOCATION SYMBOL 3 HANGER DETAIL NOT TO SCALE SYMBOL MANUFACTURER MODEL _ SPRINKLER TYPE SPRINKLER HEAD SPRINKLER STYLE RESPONSE LEGEND, MAIN TEMP ; K-FACTOR FLOOR ORIFICE __ FINISH ESCUTCHEON NPT SIN DATA SHEET MAX. COVERAGE QUANTITY Q TYCO TY-FRB STANDARD COVERAGE RECESSED PENDENT OR 155'F 5.6 1 2" CHROME STYLE 10 1 2" TY323 TFP172 225 SQ.FT. 12 Q TYCO TY -B STANDARD COVERAGE UPRIGHT DRY PENDENT SR SR 1557 200-F 5-6 5.6 1 f2" 1 2" BRASS CHROME NONE EXTENDED j 1 2" 1" TY315 V3605 TFP152 40.06 130 SQ.FT. 130 MIFF. 157 23 Q VICTALIUC V36 STANDARD COVERAGE ■ MCI TY-B STANDARD COVERAGE HORIZONTAL SIDEWALL SR 2O0'F 5.6 1 2" BRASS NONE 1 2" TY3351 TFP161 130 SQ.FT. 1 rA nQv cnoniLirr rAC'IkIFC Trl Gr io" LiiRu41iiii TOTAL SPRINKLERS 193 NFPA 13, 2013 Edition, Table 9.1.2.1 Hanger Rod Sizes Diameter of Rod in. U to and indudinq 4 in. 3 8" NFPA 13, 2013 Edition, Table 9.2.2.1(a) Maximum Distance Between Hangers ft-in.) 1 Nominal Pie Size in. 3 1 1 4 1 1 2 2 2 112 3 3 1 2 4 5 S 8 Steel pipe except #Ilfead d li htwall 4 N A 1 12-0 1 12-0 1 15-0 1 15-0 1 15--0 1 15-4 1 15-0 1 15-0 1 15-0 1 15-0 1 15-0 IF IF 9 CROSS MAIN 1" GLOBE VALVE 1" PLUG 05-& �CILIARY DRAIN DETAIL TO SCALE CL B.I_INES ig 7" BBD L AD PIPING PLAN 1' 0 4' 8_ 16, NFPA 13, TABLE 9.1.1.7,1(o) SECTION MODULUS REQUIRED FOR TRAPEZE MEMBER SPAN = 6'-0": SUPPORTED PIPE: 3" SCH. 10 = 0.44: 2)�" SCH. 10 = 0.41: 1Y4" SCH. 40 = 0.34 1" SCH. 40 = 0.33 NFPA 13, TABLE 9.1.1.7.1(b) AVAILABLE SECTION MODULUS OF COMMON TRAPEZE HANGERS STEEL ANGLE IRON 2" X 2" X %" = 0.35 STEEL ANGLE IRON 2Yz" X 2Y2" X 9ye" = 0.48 6'-0' MAXIMUM! TOLCO FIG. 69 TOLCO FIG. 69 TOLCO FIG. 65 BEAM CLAMP RETAINING BEAM CLAMP RETAINING BEAM CLAMP STRAP & NUT STRAP & NUT r -�5 roI_c0 FIG. 99 " MIN I' MIN 3/a" 0 ATR TOP CORD OF STEEL OPEN WEB JOIST STEEL ANGLE IRON I I NUTS & WASHERS TRAPEZE MEMBER NUTS & WASHERS—/TOLCO FIG. 99 V0 ATR TOLCO FIG. 200 RING HANGER SUPPORTED PIPE �� TO 4"0 NOMINAL X HANGER LOCATION SYMBOL NOT TO SCALE - TOW& 5 J - A.4 Z W >- Z 2: C) < 1- w LLJ Z < 3: L.L- �,��I,tv�GR $q X O� FC z J w ti U w c o z0 a 4G cn w sncc CL 0 W L_LJ 0 OJ a7 rIIn li) -a� N Li >- � C a - �U E- I Ib < W o a �t 00 °' c3 ¢ C-) I Q � CI7 m �� ro Ld N 11 J JOB 15034 DATE: 11-15-2015 DESIGN BY: RICHARD MEADOWS SCALE: AS NOTED SHEET. 2 OF 3 FP-2 - I REELECTED CEILING PLAN SCALE: 1 /8" = 1 ' 0 48' 16' DRY SPRINKLER CASINGS TO BE 18" MINIMUM D EXTERIOR NONCOM BUS-PBLE CANOPY FOR SHOPPING CARTS A.1 AD SCALE: 1 /8" = 1 ' i 2.2 ;2 I } PIPING PLAN 0 4' a' 16' II I I II I II I jI ll I � I I I 5 1.6 FP r z � o d E � U LLI oLJ c- d _z �. r � — = uj en _ l I r a z d d IV d S JDR o Q ZAu J �•v ��`r a��J`V❑ rn co OD I r` LZ .00 r L�i U(-D d CL CD —w=¢ CD cI Q �~ O' 00 L1J r 111� -t o a Qn0 . l =`n00 [V V7 p) d I d vcy m �Of iw Qf r c,4a-_3 JOB #: 15034 DATE. 11-15-2015 DESIGN BY: RICHARD MEADOWS SCALE: AS NOTED SHEET #: 3 OF 3 .J L CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 CONDITION 5 CONDITION 6 CONDITION 7 CONDiTION 8 1 HRUST BLOCK BEARING AREA IN SQUARE FEET GRADE UNDISTURBED SOIL FIRE WATER PIPE m 4 BOTTOM OF TRENCH a a` as CONCRETE REACTION THRUST BLOCK SECTION THRU BEND OR TEE PIPE SIZE 1 2 3 4 5 6 7 8 6" B-41 11.85 8.41 2@8.41 2@SAi 4 e@6A1 2@8.41 2@3.27 BLOCK HEIGHT (FEET) MIN. 2.05 2.43 2.05 2.05 2,05 1.79 2.05 1.28 BLOCK WIDTH {FEET} MIN. 4.10 4.87 4.10 4.10 4.10 3.58 4.10 3,27 NOTES 1. 7HRUS7 BLOCK AREAS BASED ON 225 PSI AND 1500 PSF SOIL PRESSURE WITH 3 FEET OF COVER MINIMUM. 2, THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL. OR CLASS 1 DO-E-100 SLURRY- 3. THRUST BLOCK SHALL BE CLASS 560-C-3250 CONCRETE, UNLESS SPECIFIED OTHERWISE. 4. TO FACILITATE FUTURE REMOVAL OF THRUST BLOCK AND LINE EXTENSION USE CARDBOARD SEPARATORS BETWEEN BLOCKS, IF NEEDED. 4 THRUST BLOCK DETAILS NOT TO SCALE POST INDICATOR VALVE WITH TAMPER SWITCH IRE DEPARTMENT CONNECTION a 4' CHECK VALVE -'-4' DUCTILE IRON zo FROM SUPPLY m TO SYSTEM MECHANICAL JOINT VALVE MECHANICAL JOINT TEE CHECK VALVE HIV & FDC ASSEMBLY DETAIL NOT TO SCALE i d I a 4 NFPA 24, 2013 SECTION 10,6.5 PIPE JOINTS SHALL NOT BE LOCATED UNDER ° FOUNDAION FOOTINGS. THE; PIPE UNDER THE BUILDING OR a BUII-DING FOUNDATION SHAI•.- NOT CONTAIN MECHANICAL JOINTS. ° I n 6"P VC, C 900, CL150 MEGA LUG RESTRAINT AT PIPE JOINT 2 RISER STUB -UP DETAIL NOT TO SCALE ? FINISH FLOOR d 10''0 CLEARANCE WITH APPROVED MASTIC 6" ONE PIECE SCH.40 STAINLESS STEEL RISER ASSEMBLY THRUST BLOCK .1 V (E) FIRE HYDRANT Palmieri, Jacqueline@CALFIRE From: Dennis Chuck <dchuck@datelandconstruction.com> Sent: Monday, November 30, 2015 2:11 PM To. Palmieri, Jacqueline@CALFIRE Subject: La Quinta Square (ALDI ) Jacqueline, Dateland Construction will be doing the underground portion of the fire line for Aldi Market, At 78-601 Hwy 111 in La Quinta. Our CA. contractors license # is 396 698 with expiration of 5f 31/17. Any questions or more information needed please call. Dennis Chuck Dateland Construction \ STANDARD UNDERGROUND SYMBOLS - RISER WITH FLOW SWITCH - OS&Y GATE VALVE - INDICATING BUTTERFLY VALVE - CHECK VALVE - KEYED GATE VALVE WITH ROAD COVER FDC LOCATION - PIV LOCATION H:H - FIRE HYDRANT LOCATION C- - RISE UP OR DROP DOWN (VERTICAL PIPE) C"] - BACKFLOW DEVICE LOCATION - NEW UNDERGROUND PIPE - EXISTING UNDERGROUND PIPE - ABOVE GROUND PIPE P - THRUST BLOCK LOCATION 0 - HYDRAULIC NODE POINT r' r �_ f r, � �•. r rr . r � r rr � r rr r r rr r . rr r.X r A�-qp r 0' r THRUST BLOCK ffll ON �� •sue -ar � rt '' ' RUST BLOCK o ;�::_,^•. s'.' r B UP POINT OF 4"X??�"3L2XFDC I CONNECTION '9 PiV •V�Ikk r r r! rr-:' y EXISTING UNDERGROUND FIRE LINE (BY OTHERS) r rr tirti 2 frr �� /* .0 (E) ABOVE GROUND RPD i� /� UNDERGROUND PIPING PLAN SCALE: 1 " = 30' 0 15' 30' 60' 1 S I VM VICINITY MAP NOT TO SCALE 0 z ABBREVIATIONS AFF ABOVE FINISH FLUOR AFG ABOVE FINISH GRADE ASR AUTOMATIC SPRINKLER R.SER ATR ALL THREAD ROD 808 BELOW BOTTOM OF BEAM BOO BELOW BOTTOM OF DECK CL CENTER LINE CH CEILING HEIGHT CPVC CHLORINATED POLYVINYL CHLORIDE DN DOWN ❑I DUCTILE IRON ❑P DROP {E) EXISTING GBE GROOVED BOTH ENDS GPM GALLONS PER MINUTE FIG FIGURE ID INSIDE DIAMETER MAX MAXIMUM MIN MINIMUM MECiH MECHANICAL MTCI MECHANICAL TEE CUT IN NIC NOT IN CONTRACT NTS NOT TO SCALE GC ON CENTER OS ON SLOPE POC POINT OF CONNECTION PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RC REDUCING COUPLING RU RISE UP RN RISER NIPPLE RLG RELOCATE R&P REMOVE AND PLUG RT ROOSTER TAIL SCH SCHEDULE SF SQUARE FEET SQ FT SQUARE FEET SU SPR'G UP SSU STANDARD SPRAY UPRIGHT SSP STANDARD SPRAY PENDENT T&G THREAD AND GROOVE TYP TYPICAL U.L. UNDERWRITERS LABORATORIES ONO UNLESS NOTED OTHERWISE THE PROJECT WiTh ALL APPLICABLECODES: • 2013 CA BUILDING STANDARDS ADMINISTRATIVE CODE ■ 2013 CALIFORNIA BUILDING CODE ■ 2013 CALIFORNIA ELECTRICAL CODE • 2013 CALIFORNIA MECHANICAL CODE • 2013 CALIFORNIA PLUMBING CODE • 2013 CALIFORNIA FIRE CODE • 2013 CALIFORNIA REFERENCE STANDARDS CODE • CCR TITLE 19. PUBLIC SAFETY: DIVISION I. STATE FIRE MARSHAL ■ 2013 NFPA 24- INSTALLATON OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES* ■ 2011 NFPA 25 CALIFORNIA EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS • 2013 NFPA 72- NATIONAL FIRE ALARM AND SIGNALING CODE* *AS AMENDED BY CALIFORNIA SCOPE OF WORK EXTEND THE EXISTING UNDERGROUND FIRE LINE TO THE RISER STUB UP INCLUDING A NCW PIV, FDC, AND CHECK VALVE, POINT OF CONNECTION AT THE ON -SITE EXISTING STUB APPROXIMATELY 36" BELOW GRADE AND 5 FEET OUT. GENERAL UNDERGROUND PIPING 1. THE INSTALLATION OF THIS ONSITE WATER SYSTEM SHALL COMPLY WITH NFPA 24 2013 EDITION, CFC 2013, AND LOCAL CODES. 2. ALL UNDERGROUND PIPE TO BE PVC C900 CL150 SIZED AS INDICATED ON PLAN. 3. RISER STUB -UP TO BE A ONE PIECE ASSEMBLY FROM APPROXIMATELY 5 FEET OUT TO THE BOR. MECHANICAL JOINTS UNDER THE FOUNDATION/ SLAB OF THE STRUCTURE IS NOT PERMITTED. 4. ALL FITTINGS TO BE MECHANICAL JOINT DUCTILE IRON OR CAST IRON UL APPROVED. 5. MINIMUM PIPE BURY TO BE 30" BELOW FINISH GRADE MEASURED TO THE TOP OF THE PIPE. 6. ALL UNDERGROUND PIPE SHALL BE LAID WITH THE IDENTIFICATION DATA FACING UP TO PERMIT INSPECTION AND VERIFICATION OF PIPE NOMENCLATURE. 7. PRIME AND WRAP BURIED PIPE TO 6" ABOVE THE FINISH GRADE WITH POLYKEN #927 AND #900 OR APPROVED EQUAL. 8. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS IN THE PRESENCE OF THE FIRE INSPECTOR. 9. SYSTEM TO BE HYDRO -STATICALLY TESTED AT NOT LESS THAN 200 PSI FOR A MINIMUM OF 2 HOURS. 10. SYSTEM SHALL BE FLUSHED TO REMOVE FOREIGN MATERIAL THAT MAY HAVE ENTERED THE SYSTEM DURING INSTALLATION. THE WATER SHALL BE FLUSHED UNTIL THE WATER IS CLEAR AND ACCEPTED BY THE INSPECTOR. 11. THE FOLLOWING INSPECTIONS ARE REQUIRED: a. THRUST BLOCK PRE -POUR, TRENCH, AND BACKFILL INSPECTION. b. UNDERGROUND HYDROSTATIC TEST. c. UNDERGROUND FLUSH.-OPPy:OVAL d. UNDERGROUND FINAL. RIVERS .;F N FTRE DEPARTMENT F i l.A -�: �iASE# HE FiRt )E WPROVAL FOR PLANS IS %/ALTDFC -'.NEYEAR-SUBDECTTO '%PPL;CABLE CODES a �n Ld Of Z Q 0 o w z `- �o LLJ rz Q 4 }r LL1 i Riverside COL!?i Ity Fire the 'File g►1 "hal Qifice Of ICU 41 2t1i5 Received � 1 lJ < W 0 Uo C) LLJ 0 2� Elf O W W ,C)o TN >_C-4 = U C7 QD ~ C3 `moo co L� r-, 4 JOB #: DATE: 11-17-2015 DESIGN BY: SCALE: AS NOTED SHEET #: 1 OF 1 U G� 1_ r -.Mca J :t- Hydraulic Calculations for Project: Aldi Food Market # 68 78-601 Highway 111 La Quinta, CA 92253 Drawing no.: 15034 Date: 1111T2015 Remote area number: Remote area location: Occupancy classification: Density: Area of application: Coverage per sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In rack demand: Hose streams: Total water required (including hose streams): Total water required at base of system riser: Type of system: Volume of dry or preaction system: Contractor: Name of designer: Authority having jurisdiction: Notes 1 (east proof) sales floor ordinary hazard group II 0.20 gpm/sf 1500 sf 130 sf ssu sc sr 5.6k intermediate temp 14+ na 250 gpm outside + 0 inside 623.49 gpm at 68.47 psi [ 12.79 psi safety margin ] • 373.49 gpm at 54.99 psi wet pipe ► na Water Supply Information Date: 11-2 2015 Location: Simon Dr Source: city water main RBM Fire Protection, Inc. 23597 Ancash Court Perris, CA 92507 C-16, 840414 (951) 657-M9 Richard Meadows Riverside County Fire Department ifllfifll+ o ti7 Page 2 Hydraulic Demand Graph 105 75 60 P S I 45 30 15 Water Source: A) 81,6 psi Staff c B) 700 gpm at 81.18 psi Source at BOR: C) 71.58 psi Static D) 373.5 gpm at 67.79 psi E) 700 gpm at 59.44 psi Demand at BOR: F) 373.5 gpm at 54.99 psi 0 C100 200 300 400 500 600 700 GPM r"rt created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.ccm 11117/2015 Sup2ly Analysis Static Residual Available Total Required Node at Pressure Pressure Flaw Pressure Demand Pressure EPS7 [Psi] I9pm1 I[s7 19PM1 IPSO SRC 81.6 77.2 2500.0 91.26 623.49 68.47 Node Analysis Node Tag Elev [ft] Type Pressure [psi] Req Disch [gpm] Discharge [gpm] SRC -3.00D source 68.468 -623.491 TAP -3.000 ref 60.468 0.000 U1 -3.000 ref 67.092 0.000 BF1 2.000 ref 64.671 0.000 BF2 2.000 ref 55.914 0.000 U2 -3.000 ref 57.022 0.00D FH -3.000 ref 57.286 250.000 250.000 U3 -3.000 ref 56.655 0.00D BOR 0.500 ref 54.992 0.000 TOR 14.667 ref 43.179 0.000 NT 14.667 ref 40.469 0.000 N1 14.667 ref 40.300 0.000 N2 14.667 ref 40.387 0.000 N3 14.661 ref 38.415 0.000 N4 14.667 ref 37.638 0.000 N5 14.661 ref 37.093 0.000 N6 14.667 ref 36.677 0.000 N7 14.667 ref 36.265 0.000 N8 14.667 ref 35.825 0.000 N9_4.667 ref 35.456 0.000 N10 14.667 ref 35.255 0.000 Nil 14.661 ref 34.939 0.000 N12 14.667 ref 34.837 0,000 N13 '_4.667 ref 34.814 0.000 F1 14.667 ref 33.161 0.000 F2 14.667 ref 33.142 0.000 F3 14.667 ref 33.056 0.000 F4 14.667 ref 32.892 0.000 F5 14.667 ref 32.684 0.000 F6 14.667 ref 32.425 0.000 F7 14.667 ref 32.030 0.000 F8 14.667 ref 31.394 0.000 F9 14.667 ref 30.598 0.00D F10 14.667 ref 29.615 0.000 F11 14.667 ref 28.888 0.000 F12 14.667 ref 20.547 0.000 F13 14.667 ref 28.471 0.000 NR1 15.667 ref 39.566 0.000 NR2 15.667 ref 39.571 0.000 NR3 15.667 ref 37.699 0.000 NR4 15.667 ref 36,954 0.000 NR5 15.667 ref 36.427 0.000 NR6 15.657 ref 36.019 0.000 NR7 15.667 ref 35.608 0.000 NR8 15.667 ref 35,158 0.000 NR9 15.667 ref 34.766 0.000 NR10 15.667 ref 34.238 0.000 NR11 15.667 ref 33.227 0.000 Page 3 Elev Pressure Req Disch Discharge Node Tag [ft] Type [psi] [gpml lgpm1 NR12 15,667 ref 33.116 0.000 NR13 15.667 ref 33.092 0.000 FR1 15.667 ref 33.110 0.000 FR2 15,667 ref 33.092 0.000 FR3 15.667 ref 32.907 0.000 FR4 15.667 ref 32.710 0.000 FR5 15.667 ref 32.484 0.000 FR6 15.667 ref 32.217 0.000 FR7 15.667 ref 31.820 0.000 FRS 15.667 ref 31.196 0.000 FR9 15.667 ref 30.422 0.000 FR10 15.667 ref 28.708 0.000 FR11 15.667 ref 26.894 0.000 FR12 15.667 re- 26.586 0.000 FR13 15.667 ref 26.518 0.000 101 15.667 K-5.60 27.383 26.000 29.304 102 15.667 K=5.60 27.383 26.000 29.304 103 15.667 K=5.60 22.286 26.000 26.437 104 15.667 K-5.60 21.789 26.000 26.140 105 15.667 K-5.60 21.798 26.000 26.146 106 15.667 K=5.60 22.534 26.000 26.583 107 15.667 K=5.60 22.107 26.000 25.330 108 15.667 K-5.60 21.598 26.000 26.025 i09 15.667 K-5.60 21.605 26.000 26.030 110 15.667 K=5.60 22.317 26.000 26.455 111 15.667 K=5.60 22.067 26.000 26.306 -12 15.667 K-5.60 21.556 26.000 26.000 113 15.667 K-5.60 21.563 26.000 26.004 14 15.667 K=5.60 22.269 26.000 26.427 report created by the "Simple Hydraulic Calculato' version 2.3.4 from www,igneusinc.com 11/17/2015 Page 4 Pipe Information negative pipe flow (0) indicates flow is from node 2 towards node 1 Node 1 Discharge Mom Fittings L [ft] total (Pt) Pipe Elev & Flow l.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] Mactor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes SRC -3.000 q= 623.491 12 1.000 Pt- 68.468 MatJ'CD152" 1 Q- 623.491 12.34 0.000 C-140 Pe- 0.000 TAP -3.000 1.000 0.000 Pf= 0.000 TAP -3.000 q= 0.000 6 1T=43.037 67.000 Pt= 66.468 Mat-"CA152" 2 Q= 623.492 6.16 1G-4.304 67.425 C=140 Pe= 0.000 U1 -3.000 1E=20.094 134.425 0.D1 Pf- 1.375 O1 -3.000 q= 0.000 6 1E-20.084 5.000 Pt= 67.092 Matt-,D252" 3 4= 623.491 6.16 20.084 C==40 Pe= 2.165 BF1 2.000 25.084 0.01 Pf- 0.257 BF1 2.000 q= 0.000 6 1E-20.084 5.000 Pt= 64.671 RPDA 4 Q- 623.491 6.16 20.064 C-140 Pe- 0.000 Mat-J'CD152" BF2 2.000 25.084 0.01 Pf- 0.257 Pdev3.5 psi BF2 2.000 q= 0.000 6 1E-20.9B4 5.000 Pt= 55.914 Mat-J'CDI52" 5 Q= 623.491 6.16 20.084 C-140 Pe- -2.165 U2 -3.000 25.084 0.01 Pf= 0.257 U2 -3.000 q= 0.000 6 IT=45.881 10.000 Pt= 57.822 Mat="FVC" 6 Q= 623.491 6.08 45,Be` C-150 Pe- 0.000 FH -3.000 55.881 0.01 Pf- 0.536 FH -3.000 q= 250.000 6 2G-9.176 90.000 Pt= 57.286 250GPM HOSE 7 Q= 373.491 6.08 1C=48.939 79.52E C=150 Pe- 0.000 Mat -P'PVC" U3 -3.000 1E=21.411 169.526 0.004 Pf= 0.631 ❑3 -3.000 q= O.D00 6 IF-1E.00D 12.000 Pt= 56.655 Matte-S40" 8 Q= 373.491 6.065 11.000 C=120 Fe= 1.515 BOR 0.500 26.000 0.006 Pf= 0.148 BOR 0.500 q= 0.000 3 1E=9.40A 13.500 Pt= 54.992 FLOW SW 10 Q- 373.491 3.26 9.408 C-120 Pe- 6.134 MatJ"S1O" TOR 14.667 22.908 0.117 Pf= 2.679 Pdev 3.0 psi TOR 14.667 q- 0.000 3 23.167 Pt- 43.179 MatJ'S10" 11 Q= 373.491 3.26 0.000 C=120 Pe= 0.000 NT 14.567 23.167 0.117 Ff= 2.709 NT 14.667 q= 0.000 3 1T=20.159 7.000 Pt- 40.469 MatJ'S10 12 Q- 51,877 3.26 20.159 C-120 Pe= 0.000 N2 14.-667 27.159 0.003 Pf= 0.082 N2 i4.667 q= 0.000 3 8.000 Pt= 40.387 Mat--�'S10" 13 Q= 25.5--4 3.26 0.000 C=120 Pe= 0.000 N1 14.667 8.000 0.001 Pf- 0.007 NT 14.667 q= 0.000 3 1T=20.159 3.000 Pt= 40.469 Mat-O'S1D" 14 Q- 321.614 3.26 2D.159 C-120 Pe- 0.000 N3 14.667 23.159 0.089 Pf= 2.054 N3 i4.667 q- O.DOO 3 10.000 Pt= 38.415 MatJ'S10" 15 Q= 299.555 3.26 0.000 C=120 Pe= 0,000 N4 14.667 10.000 0.078 Pf= 0.778 report created tyy the "Simple Hydraulic Calculator" version 2.3.4 from www.igneuslno.00m 11/17/2015 Page 5 Pine Information, cant Node t Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow I.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [In] [ft] T [ft] psllft frlct (Pf) Notes N4 14.667 q= 0.000 3 8.000 Pt= 37.638 Mat-'S10" 16 Q- 278.898 3.26 0.000 C-120 Pe- 0.000 N5 14,667 8.000 0.068 Pf- 0.545 N5 14.667 q= 0.000 3 7.000 Pt= 37.093 Mat-11S10" 17 Q= 259.048 3.26 0.000 C=1-20 Pe= 0,000 N6 14.667 7.000 0.059 Pf- 0.416 N6 14.667 q= 0.000 3 8.000 Pt= 36.617 Mat --=�'S10" 18 0- 239.583 3.26 0.000 C-120 Pe- 0.000 N7 14.667 8,000 0.051 Pf= 0,411 N7 14.667 q= 0.000 3 10.000 Pt= 36.265 Mat= S10" 19 Qa 220,159 3.26 0.000 C-120 Pe- 0,000 N8 14.667 10.000 0.044 Pf- 0.440 N8 =4.667 q= 0.000 3 10.000 Pt= 35.825 MatJ'S10" 20 Q= 200.255 3.26 0.000 C=120 Pe= 0.000 N9 14'667 10.000 0.037 Pf= 0.369 N9 14.667 q- 0.000 3 10.000 Pt- 35.456 Mat-'S10" 21 Q= 179.337 3.26 0.000 C=120 Pe= 0.000 N10 14.667 10.000 0.03 Pf= 0.301 N10 14.667 q= 0.000 3 10.000 Pt- 35.155 Mat-"S10" 22 Q= 149.870 3.26 0.000 C=120 Pe= 0.000 N11 14.667 10.000 0.022 Pf= 0.216 N11 14.667 q- 0.000 3 10.000 Pt= 34.939 Mat�P'S10" 23 Q- 100.039 3.26 0.000 C-120 Pe- 0.000 N12 14.667 10.000 0.01 Pf= 0.102 N12 14.667 q- 0.000 3 6.000 Pt- 34.837 Mat�'S10" 24 Q- 50.038 3.26 0.000 C-120 Pe- 0.000 N13 14.667 8.000 0.003 Pf= 0.023 F1 14.667 q- 0.000 2.5 8.000 Pt- 33,161 Mat�S10" 30 0- 25.914 2.535 0.000 C-120 Pe- 0.000 F2 14.667 8.000 0.002 Pf= 0,019 F2 i4.667 q= 0.000 2.5 10.000 Pt- 33.142 Mat-"Sla" 31 51.877 2.635 0.000 C-120 Pe- 0.000 F3 14.667 10.000 0.009 Pf= 0.086 F3 14.667 q- 0.000 2.5 10.000 Pt- 33.056 Mat-0510" 32 Q= 73.935 2.635 0.000 C=120 Pe= 0.000 F4 14.661 10.000 0.016 P£= 0.165 F4_4.667 q= 0.000 2.5 8.000 Pt= 32.892 Mat1'S_0" 33 Q= 94.592 2.635 0.000 C=120 Pe= 0.000 F5 14.667 8.000 0.026 Pf= 0.20a F5 14.667 q= 0.000 2.5 7,000 Pt- 32.664 Mat-"S10" 34 Q- 114.443 2,635 0.000 C=120 Pe= 0.000 F6 14.667 7.000 0,037 Pf- 0,259 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11/17/2015 Page 6 Pi,ge Information, cant. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev a Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] Kdactor [gpm] [in] IN T [ft] psilft friet (Pf) Notes F6 14.667 q- 0_800 2.5 E_000 Pt= 32.425 Mat�P'S10" 35 Q= �33.901 2.635 0.000 C=120 Fe= 0.000 F7 14.667 8.000 0.049 Pf= 0.395 F7 14.667 q= 0.000 2.5 10.000 Pt= 32.030 MatJ'S10" 36 ¢= 153.332 2.635 0.000 C=120 Pe- 0.000 F8 14.667 10.000 0.064 Pf= 0.635 F8 14.667 q- 0.000 2.5 10.000 Pt- 31.394 Mat--'S10" 37 Q= 173.236 2.635 0.000 C-120 Pe- 0.000 F9 14.667 10.000 0.08 Pf= 0.796 F9 14.667 q- 0.000 2.5 10.000 Pt= 30.598 Mat= 510" 3B Q- 194.154 2.635 0.000 C-120 Pe- 0.000 F10 14.667 10.000 0.098 Pf- 0.983 F10 14.667 q- 0.000 2.5 10.000 Pt= 29.615 Mat=:"S10" 39 Q= 165.012 2.635 0.000 C=120 Pe= 0.000 F11 A .667 10.000 0.073 Pf= 0.728 F11 14.667 q= 0.000 2.5 10.000 Pt- 28.888 Mat-O'S10" 40 Q- 109.538 2.635 0.000 C=120 Pe- 0.000 F12 14.667 1U.O00 0.034 Pf= 0.341 F12 14.667 q= 0.000 2.5 8.000 Pt= 28.547 MatJ1510" 41 Q= 54.699 2.635 0.000 C=120 Pe= 0.000 F13 14.667 8.000 0.009 Pf= 0.075 N1 14.667 q= 0.000 1.25 1T-6 617 1.000 Pt- 40.380Mat-P'ATHREAD'I 50 Q= 25.914 1.409 6.617 C=120 Pe- 0.433 NR1 15.667 7.617 0.05 Pf= 0.382 N2 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 40.387 Mat=''ATHREAD" 51 Q- 25.963 1.408 6.617 C=120 Pe= 0.433 NR2 15.667 7.617 0.05 Pf= 0.383 N3 14.667 q- 0.000 _.25 1T=6.617 1.000 Pt= 38.415Mat�ATHREAD" 52 0= 22.059 1.408 6.617 C-120 Pe- 0.433 NR315.667 7.617 0.037 Pf= 0.283 N4 14.567 q- 6.000 1.25 1T=6.6=7 1.000 Pt= 37.636Mat= ATHREAD" 53 0= 20.657 1.408 6.617 C=120 Pe- 0.433 NR4 i5.667 7.617 0.033 Pf= 0.251 N5 14.667 q- 0.000 1.25 1T-6.617 =.000 Pt- 37.093Mat-'ATHREAD" 54 Q= 19.B50 1.408 6.617 C=120 Pe= 0.433 NR5 i5.66? 7.617 0.031 Pf= 0.233 N6 14.667 q= 0.000 1.25 ?T-6.61_7 1.000 Pt- 36.677Matm'ATHREAD" 55 Qs 19.464 1.408 6.617 C=120 Pe= 0.433 NR6 15.667 7.617 0.03 Pf= 0.225 N7 14.667 q= 0.D00 1.25 1T-6.6-7 1.000 Pt- 36.265Matm!'ATHREAD" 56 Q= 19.425 1.408 6.617 C='20 Pe= 0.433 NR7 15.667 7.617 0,029 Pf- 0.224 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 7 Pipe Information, cunt. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Ele►r & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K factor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes N8 14.667 q= 0.000 1.25 1T�6.617 1.000 Pt= 35.825Mat� ATHREP_D" 57 Q= 19.904 1.408 6.617 Ca120 Pe- 0.433 NR8 15.667 7.617 0.031 Pf= 0.234 N9 14.667 q= 0.000 1.25 1T=5.617 1.000 Pt= 35.456Mat=?'ATHREAD" 58 Q= 20.918 1.408 6.617 C=120 Pe= 0.433 NR9 15.667 7.617 0.034 Pf- 0.257 N10 14.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 35.155 Mat-J'ATHREAD " 59 Q= 29.466 1.408 6.617 C-120 Fe- 0.433 NR10 15.667 7.617 0.064 Pf= 0.4B4 N11 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 34.939Mat= ATHREAD" 60 Q- 49.631 1.408 6.617 C-120 Pe- 0.433 NR11 15.667 7.617 0.168 Pf- 1.280 N12 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt= ? 4. 8 3 7 Mat==P ATHREAD" 61 0- 50.001 1.408 6.617 C-120 Pe- 0.433 NR12 15.667 7.617 0.169 Pf- 1.288 N13 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 34.814Het�?'ATHREAD" 62 Q= 50.038 1.406 6.617 C=120 Pe- 0.433 NR13 15.667 7.617 0.169 Pf- 1.290 FR1 15.667 q- D.ODO 1.25 1T�6.617 1.000 Pt= 33.110MatJ'ATHREAD" 70 0- 25.9 4 1.406 6.617 C-120 Pe- -0.433 F1 14.667 7.617 D.05 Pf- 0.362 FR2 15.667 q= 0_000 1.25 1TT.617 1.000 Pt= 33.092MatJ ATHREAD" 71 Q- 25.963 1.40E 6.617 C=1_20 Pe- -0.433 F2 14.667 7.617 0.05 Pf= 0.383 FR3 15.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 32.907Mat-?'ATHREAD " 72 Q- 22.059 1.408 6.617 C-120 Pe- -0.433 F3 24.667 7.617 0.037 Pf= 0.283 FR4 15.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 32.710Mat-'ATHREAD" 73 Q= 20.657 1.406 6.617 C-120 Pe- -0.433 F4 14.667 7.617 0.033 Pf= 0.251 FR5 15.667 q- 0.000 1.25 1T=6.617 1.000 Pt= 32.484Mat='ATHREAD" 74 Q= 19.650 1.406 6.617 C=120 Pe- -0.433 F5 14.667 7.617 0.031 Pf= 0.233 FR6 15.6667 q- 0.000 1.25 1T=6.617 1.000 Pt= 32 .217 Mat=P'ATHREAD" 75 Q= 19.464 1.108 6.617 C=120 Pe- -0.433 F6 14.667 7.617 0.03 Pf- 0.225 FR7 15.667 q- 0.000 1.25 1T=6.617 1.000 Pt= 31.620MatJ ATHREAD" 76 Q= 19.425 1.408 6.617 C-120 Pe- -0.433 F7 14.667 7.617 0.029 Pf= 0.224 FRB 15.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 31 .196 Mat-P'ATHREAD" 77 Q= 19.904 1.408 6.617 C=120 Pe= -0.433 F8 14.667 7_617 0.03_ Pf= 0.234 report created by the "Simple Hydraulic Calculator" version 2.3 4 from www.igneusinc.cOm 11 /1 T12015 Page 8 Pine Information. cant Node t Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [In] [ft] T [ft] psi/ft frict (Pf) Notes FR9 15.667 q= 0.000 1.25 1T-6.6_7 1.000 Pt- 30.422Mat-?'ATHREAD" 78 Q= 20.918 1.408 6.617 C-120 Pe- -0.433 F9 14.667 7.617 0.034 Pf= 0.257 F10 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 29.615Mat-'ATHREAD" 79 ¢= 29.142 1.408 6.617 C-120 Pe- 0.433 FR1D 15.667 7.617 0.062 Pf- 0.474 F11 --- 4.667 q- 0.000 1.25 1T=6.617 1.000 Pt= 28,88BMatJ'ATHREAD" 80 4= 55.474 1.408 6.617 C=120 Pe- 0.433 FR11 -5.667 7.617 0.205 Pf= 1.561 F12 14.667 q= 0.000 1.25 1T==�.617 1.000 Pt= 28.547Mat= ATHREAD" 91 ¢= 54.840 1.408 6.617 C-120 Fe- 0.433 FR12 -5.667 7.617 0.201 Pf- 1.528 F13 14.667 q- 0.000 1.25 1T=6.617 1.000 Pt= 28.471Mat?IATHREAD" 82 Q= 54.699 1.408 6.617 C-20 Pe- 0.433 FR13 15.667 7.617 0.2 Ff= 1.520 NR1 15.66'7 q= 0.000 1.25 2T=13.233 115.583 Pt- 39.566Mat-P'ATHREAD" 90 Q- 25.914 1.408 13.233 C=120 Pe= 0.000 FR1 15.667 128.817 0.05 Pf= 6.456 NR2 15.667 q- 0.000 1.25 2T=13.233 115.583 Pt- 39.571Mat-'ATHREAD" 91 Q- 25.963 1.408 13.233 C=120 Pe- 0.000 FR2 15.667 128.817 D.05 Pf= 6.479 NR3 15.667 q= 0.000 1.25 2T=13.23E 115.563 Pt= 37.699MatJ'ATHREAb" 92 Q= 22.059 1.408 13.233 C=120 Pe= 0.000 FR3 15.667 128.817 0.037 Pf= 4.792 NR4 15.667 q- 0.GOD 1.25 2T=13.233 115.583 Pt= 36.954MatJ'ATHRMAA" 93 Q- 20.657 1.408 13.233 C=120 Pe- 0.000 FR4 15.667 128.817 0.033 Pf- 4.244 NR5 15.667 q- 0.000 1.25 2T=13.233 115.583 Pt- 36.427Mat-OIATHREAD" 94 Q= 19.650 1.406 13.233 C=120 Pe- 0.000 FR5 15.667 126.817 0.031 Pf- 3.943 NR6 15.667 q- 0.000 2.25 2T-13.233 115.583 Pt= 36.019MatJ-ATHREAD" 95 Q= 19.464 1.408 13.233 C-120 Pe- 0.000 FR6 i5.667 126.617 0.03 Pf- 3.802 NR7 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 35.608MatJ'ATHREAD" 96 0- 19.425 1.408 13.233 C-120 Pe- 0.000 FR7 15.667 128.817 0.029 Pf- 3.788 NRB 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt- 35 .158 Mat-FATHREAD" 97 Q=- 19.904 1.408 13.233 C-12D Pe- 0.000 FRB 15.667 128.817 0.031 Pf= 3.962 NR9 15.667 q= 0.000 1.25 2T=13.233 115.583 Ft- 34.766Matm�ATHREAD" 98 Q= 20.91-8 1.408 13.233 C-120 Pe- 0.000 FR9 15.667 128.817 0.034 Ff= 4.344 report created by the "Simple Hydraulic Calculator" version 2.3.4 From www.igneusinc.com 11/1712015 Page 9 Pipe Information, cont. Node t Discharge Nom Fittings L [ft1 total (Pt) Pipe Ele►► & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [1111 T [ft1 pslK1 frict tPQ Notes NR10 15.667 q= 0.000 1.25 1T�6.617 68.000 Pt- 34.236MatJ'ATHREP_D" 100 Q= 29,466 1.408 4E=13.233 19.850 C-120 Pe- 0.000 101 15.667 107,850 0.064 Pf= 6.955 102 15.667 5.6 q= 29.3D4 1.25 12.000 Pt- 27.383Mat J'ATHREAD" 101 Q= -0.162 1.4D8 0.000 C=_20 Pe- 0.000 101 15.667 12.000 0 Pf= 0.00D FR10 15.667 q= 0.000 1.25 1T-6.617 14.667 Pt- 28.708Mat='ATHREAD' 102 Q= 29.142 1.408 6.617 C=120 Pe- 0.000 102 15.667 21.283 0.062 Pf= 1.325 NR11 15.667 q= 0.000 1.25 1T=6.617 58.500 Pt� 33.227Mat1'ATHREA➢" 103 Q= 49.831 1.406 6.617 C=120 Pe= 0.000 103 -5.667 65.117 0.168 Pf- 10.940 103 15.667 5.6 q- 26.437 1.25 12.000 Pt= 22.206Mat"ATHREAD" 104 Q= 23.394 1.408 0.000 C=120 Pe= 0.000 104 15.667 12.000 0.041 Pf- 0.498 105 15.667 5.6 q= 26.146 1.25 12.000 Pt= 21.798MatJ'ATHREAD" 105 Q- 2.745 1.408 0.000 C-120 Pe- 0.000 104 15.667 12.000 0.001 Pf= 0.009 FR11 15.667 q= 0.000 1.25 1T-6.617 14.667 Pt= 26.B94Mat -J'ATHREAD" 106 Q- 55.474 1.408 6.617 C-120 Pe- 0.000 10fi 15.667 21.283 0.2D5 Pf- 4.361 106 15.667 5.6 q= 26.583 1.25 12.000 Pt= 22.534Mat -O'RTHREAD" 107 Q= 28.891 1.408 0.000 C=120 Pe= 0.000 105 `5.667 12.000 0.061 Pf- 0.735 NR12 15.667 q= 0.000 1.25 1T=6.617 58.500 Pt= 33.116Mat�ATHREAD" 108 Q= 50.001 1.408 6.617 C=120 Pe- 0.000 101 15.667 65.117 0.169 Pf- 11.009 107 15.667 5.6 q- 26.330 1.25 12.000 Pt= 22.107Mat-0'ATBREAD " 109 Q= 23.671 1.408 0.000 C-120 Pe= 0.000 108 15.667 12.000 0.042 Pf- 0.509 109 15.667 5.6 q- 26.030 1.25 12.000 Pt= 21.605Mat1'ATHREAD" 110 Q- 2.355 1.408 0.000 C=120 Pe= 0.000 100 15.667 12.000 0.001 Pf- 0.007 FR12 :5.667 q= 0.000 1.25 1T-6.617 14.667 Pt= 26.586Mat�ATHREAD " 111 Q= 54.840 1.408 6.617 C-120 Pe- 0.000 110 15.667 21.253 0.201 Pf= 4.269 110 15.667 5.6 q= 26.455 1.25 12.000 Pt= 22.317Mat1'ATHREAD" 112 Q- 28.385 1.408 0.000 C-120 Pe= 0.000 109 15.667 12.000 0.059 Pf- 0.112 NR13 15.667 q- 0.000 1.25 1T-6.617 58.500 Pt= 33.092Mat-d'ATRREAD" 113 Q- 50.038 1.408 6.617 C=120 Pe- 0.000 111 15.667 65.117 0.169 Pf- 11.025 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11/ 17/2015 Page 10 Pipe Information. cant. Node f Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K factor [g pm] [in] Ift] T [ftl psuft frlet (Pf) Notes 111 15.667 5.6 q= 26.306 1.25 12.000 Pt= 22 .067 MatJ-ATHREAD" 114 Q- 23.732 1.408 0.000 C=120 Pe= 0.000 112 15.667 12.000 0.043 Pf- 0.511 113 15.667 5.6 q- 26.004 1.25 12.000 Pt= 21.563Mat�"ATHREAD" 115 Q- 2.268 1.408 0.000 C=120 Pe= 0.000 112 15.667 12.000 0.001 Pf= 0.007 FR13 15.667 q= 0.000 1.25 1T=6.617 14.667 Pt- 26.510Mat- ATHREAD" 116 Q= 54.699 1.40B 6.617 C-120 Pe- 0.000 Ill 15.667 21.283 0.2 Pf= 4.249 114 15.667 5.6 q= 26.427 1.25 12.000 Pt= 22 . 269 Mat"ATHREAD" 117 0- 28.272 1.408 0.000 C=120 Pe= 0.000 113 15.667 12.000 0.059 Pf- 0.707 Material Codes Pine Material Fittings PVC - PVC C900 Pressure Class 150 C - Check Valve S10 - Schedule 10 Steel E - Standard 90 degree elbow S40 - Schedule 40 Steel G - Gate Valve CDI52 - Cement Lined Ductile Iron Thickness Class 52 T - Tee - Flow turn 90 degrees ATHREAD - Allied Dyna-Thread Steel report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.cam Project: Aldi Food Market # 68 78-601 Highway 111 La Quinta, CA 92253 Drawing no.: 15034 Date: 11 /17/2015 Hydraulic Calculations for Desian Remote area number: Remote area location: Occupancy classification: Density: Area of application: Coverage per sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In rack demand: Hose streams: Total water required (including hose streams): Total water required at base of system riser: Type of system: Volume of dry or preaction system: Contractor: Name of designer: Authority having jurisdiction: 1 (peak) sales floor ordinary hazard group 0.20 gpmtsf 1500 sf 130 sf ssu sc sr 5.6k intermediate temp 14 na 250 gpm outside + 0 inside 623.65 gpm at 68.54 psi [ 12.72 psi safety margin ] 373.65 gpm at 55.06 psi wet pipe na Water Sunnly Information Date: 11 2 2015 Location: Simon Dr Source: city water main R6M Fire Protection, Inc. 23597 Ancash Court Perris, CA 92507 C-16, 840414 (951) 657-8899 Richard Meadows Riverside County Fire Department Static and residual pressures reduced by 10% 11/17/2015 105 all 75 60 S i 45 30 15 Iffil Hydraulic Demand Graph B ___—_ —__—_— ____v__{B (F C100 200 300 400 500 600 700 GPM report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.00m Page 2 Water Source: A) 81.6 psi Static B) 700 gpm at 81.18 psi Source at BOR: C) 71.58 psi Static D) 373.7 gpm at 67.78 psi E) 700 gpm at 59.45 psi Demand at BOR: F) 373.7 gpm at 55.06 psi 11 /17/2015 Supply Analysis Static Residual Available Node at Pressure Pressure Flow Pressure RS9 [PSI] [gPm] [PSI SRC 81.6 77.2 2500.0 81.26 Node Analysis Node Tag Elev Iffl Type Pressure [psi] Req Disch [gpm] Discharge Igpml SRC -3.000 source 68.542 -623.650 TAP -3.000 ref 68.542 0.000 U1 -3.000 ref 67.166 0.000 BF1 2.000 ref 64.744 0.000 3F2 2.000 ref 55.987 0.000 U2 -3.000 ref 57A96 0.000 F3 -3.000 ref 57.359 250.000 250.000 U3 -3.000 ref 56.728 0.000 34R 0.500 ref 55.064 0.000 TOR 14.667 ref 43.249 0.000 NT 1-4.667 ref 40.538 0.000 N1 14.667 ref 40.454 0.000 N2 14.667 ref 40.461 0.000 N3 14.667 ref 38.460 0.000 N4 14.667 ref 37.666 0.000 N5 14.667 ref 37.105 0.000 N6 14.667 ref 36.671 0-000 N7 14.661 ref 36.235 0.000 N8 14.667 ref 35.760 0.000 N9 14.667 ref 35.352 0.000 N10 14.667 ref 35.007 0,000 N11 14,661 ref 34.756 0.000 N12 14.667 ref 34.638 0.000 N13 14.667 ref 34.611 0.000 F1 '_4.667 ref 33.712 0.000 F2 14.667 ref 33.694 0.000 F3 14.667 ref 33.614 0.000 F4 14.667 ref 33.462 0.000 F5 14.667 ref 33.271 0.000 F6 14.667 ref 33.036 0.000 F7 14.667 ref 32,680 0.000 F8 14.667 ref 32.113 0.000 F9 14.667 ref 31.409 0.000 F10 14.667 ref 30.548 0.000 F11 14.667 ref 29.922 0.000 F12 14.667 ref 29.628 0.000 F13 14.667 ref 29.563 0.000 NFt1 15.667 ref 39.665 0.000 NR2 15.667 ref 39.670 0.000 NR3 15.667 ref 37.710 0.000 NR4 15.667 ref 37.011 0.000 NR5 15.667 ref 36.469 0.000 NR6 15.667 ref 36.046 0.000 NR7 15.667 ref 35.614 0.000 NR8 15.667 ref 35,134 0.000 NR9 15.667 ref 34.710 0.000 NR10 15.667 ref 34.065 0.000 NR11 15.667 ref 32.832 0.000 Page 3 Total Required Demand Pressure [gpm] [PSI] 623.65 68.54 Elew Pressure Req Disch Discharge Node Tag IN Type [psi] [gpm] [gpm] NR12 15.667 ref 32.709 0.000 NR13 15.667 ref 32.682 0.000 FRI 15.667 ref 33.635 0.000 FR2 15.667 ref 33.519 0.000 FR3 15.667 re33.437 0.000 FR4 15.667 ref 33.251 0.000 FR5 15.667 ref 33.041 0.000 FR6 15.667 ref 32.796 0.000 FR7 15.667 ref 32.435 0.000 FR8 15.667 ref 31.873 0.000 FR9 15.667 ref 31.-85 0.000 FR10 15,667 ref 29.657 0.000 FR11 15.667 ref 28.150 0.000 FR12 15.667 ref 27.878 0.000 FR13 15.667 ref- 27.818 0.000 101 15.667 K-5.60 27.654 26.000 29.449 102 15.667 K=5.60 27.653 26.000 29.448 103 15.667 K-5.60 22.430 26.000 26.522 104 15.667 K=5.60 21.754 26.000 26.119 105 15.667 K-5.60 21.751 26.000 26.117 106 15.667 K=5.60 22.298 26.000 26.444 107 25.667 K-5.60 22.280 26.000 26.433 108 15.667 K-5,60 21.596 26.060 26.024 109 15.667 K-5.60 21.591 26.000 26.021 110 15.667 K=5.60 22.124 26.000 26.340 111 15.667 K=5.60 22.246 26.000 26.413 112 15.667 K=5.60 21.562 26.000 26.003 113 15.667 K=5.50 21.556 26.000 26.000 114 15.667 K-5.60 22.085 26.000 26.317 report created by the "Simple Hydraulic Calculatoe' version 2.3.4 from www.igneusinc.00m 11/17/2015 Page 4 Pipe Information negative pipe flow (0) indicates flow is from node 2 towards node 1 Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num $ length F [ft] C factor elev (Pe] Node 2 [ft] K-factor [gpm] [in] IN T [ft] psitft frict (Pf) Notes SRC -3.000 q=--623.650 12 1.000 Pt= 68.542 Mat-'CDI52" 1 Q- 623.650 12.34 0.000 C=140 Pe- 0.000 TAP -3.000 1.000 0.000 Pf= 0.000 TAP -3.000 q= 0.000 6 1T=43.037 67.000 Pt- 68.542 Mat-'vn152" 2 4- 623.650 6.16 1G-4.304 67.425 C-140 Pe- 0.000 U1 -3.000 1E=20.084 134.425 0.01 Pf= 1.376 U1 -3-000 q= 0.000 6 1E=20.OB4 5.000 Pt= 67.166 Mat�CDI52" 3 Q- 623.650 6.16 20.081 C-140 Pe- 2.165 BF1 2.000 25.084 0.01 Pf= 0.257 BF1 2.000 q- 0.000 6 1E-20.0B4 5.000 Pt= 64.744 RPDA 4 Q= 623,650 6.16 20.084 C-140 Pe- 0.000 Mat--CD152" BF2 2.000 25.O84 0.01 Pf= 0.257 Pdev=6.5 psi BF2 2.000 q= 0.000 6 1E-20.084 5.000 Pt- 55.987 Mat-J'CDI52" 5 0= 623,650 6.16 20,084 C=_40 Pe- -2,165 U2 -3.000 25.084 0.01 Pf= 0.257 02 -3.000 q= 0.000 6 1T�45.681 10.000 Pt= 57.696 Mat �,PVC " 6. Qom' 623.650 6.08 45.8B1 C=150 Pe- 0.000 FH -3.000 55.68' 0.01 Pf= 0.537 FH -3.000 q= 250.000 6 2G-9.176 90.000 Pt= 57.359 250G2M EOSE 7 Q= 373.650 6.08 1C48.939 79.526 C=_50 Pe- 0.000 Mat-J'PVC" U3 -3.000 1E=21.411 169.526 0.004 Pf- 0.631 U3 -3.000 q= 0.000 6 1E-14.000 12.000 Pt= 56.728 Mat==P'S40" B Q= 373,650 6.065 14.000 C=-20 Pe= 1.515 BOR 0.500 26.000 0.006 Pf- 0.148 BOR 0.500 q= 0.000 3 1E-9.408 13.500 Pt= 55.064 FLOW SW 10 Q= 373.650 3.26 9.408 C=120 Pe= 6.134 Matte-510" TOR _4.667 22.908 0.117 Pf- 2.681 Pdev 3.0 psi TOR 14.667 q= 0.000 3 23.167 Pt= 43.249 Mat�S10" 11 Q= 373.650 3.26 0.000 C=120 Pe= 0.000 NT 14.667 23.167 0.117 Pf- 2.711 NT 14.667 q= 0.000 3 1T-20.159 7.000 Pt= 40.538 MstJ'S10" 12 4= 49.996 3.26 20.159 C=120 Pe= 0.000 N2 14.667 27.159 0.003 Pf= 0.077 N2 14.667 q- 0.000 3 8.000 Pt- 40.461 Mat510" 13 0- 24.974 3.26 0.000 C-_20 Pe= 0.000 N1 14.667 8.000 0.001 Pf= 0.006 NT 14.667 q= 0.000 3 1T=20.159 3.000 Pt= 40.53E Matt S10" 14 Q= 323.655 3.26 20.159 C=120 Pe- 0.000 N3 14.667 23.159 0.09 Pf- 2.078 N3 14.667 q= 0.000 3 10,000 Pt= 38.460 mat "510" 15 Q- 302,366 3.26 0.000 C-120 Pe- 0.000 N4 14.667 10.000 0.079 Pf- 0.793 report created by the "Simple Hydraulic Calculator" version 2.3.4 from wwmigneusinc.com 11 /17/2015 Page 5 Pine Information. cant. Node t Discharge Nom Fittings L [ft] total (PQ Pipe Elev & Flow Ld. num & length F [ft] C factor Slav (Pa) Node 2 [ft] K factor [gpm] [in] [ft] T [ft] psit t frlat (M Notes N4 14.667 q- 0.000 3 8.000 Pt= 31.666 Mat-0S10" 16 Q- 283.4-9 3.26 0.000 C-120 Pe= 0.000 N5 14.667 8.000 0.07 Pf= 0.562 N5 14.667 q- 0.000 3 7.000 Pt- 37.105 Mat-P'S10" 17 0- 265.014 3.26 0.000 C=120 Pe= 0.000 N6 14.667 7.000 0.062 Pf- 0.434 N6 14.667 q= 0.000 3 8.000 Pt- 36.671 Mat-"S10" 18 0- 247.131 3.26 0.000 C-120 Pe- 0.000 N7 14.667 8.000 0.054 Pf= 0,436 N7 14.667 q= 0.000 3 10.000 Pt= 36.235 Mat= S10" 19 Q- 229.462 3.26 0.000 C-120 Pe- 0.000 N8 14.667 10.000 0.047 Pf= 0.475 N8 14.667 q= 0.000 3 10,000 Pt- 35.760 Mat-01S10" 20 Q- 211.547 3.26 0.000 C=120 Fe= 0.000 N9 14.667 10.000 0.041 Pf- 0.409 N9 14.667 q= 0.000 3 10.000 Pt= 35_352 Mat-'S10" 21 Q- 192.662 3.26 0.000 C=120 Fe- 0.000 N10 14.667 10.000 0.034 Pf= 0.344 N10 14.667 q= 0.000 3 10.000 Pt= 35.001 Mat-"S10" 22 Q= 162.574 3.26 0.000 C-120 Pe- 0.000 N11 14.667 10,000 0.025 Pf= 0.251 N11 14.667 q= 0.000 3 10.000 Pt= 34.756 Mat-01310" 23 Q= 108.441 3.26 0.000 C-120 Fe= 0.000 N12 14.667 10.000 0.012 Pf- 0.119 N12 14.667 q= 0.000 3 8.000 Pt= 34.638 MatS10" 24 Q= 54.229 3.26 0.000 C-120 Pe= 0.000 N13 14.667 8.000 0.003 Pf= 0.026 F1 14.667 q= 0.000 2.5 6.000 Pt= 33.712 Mat J'S10" 30 4= 24.974 2.635 0.000 C-120 Pe= 0.000 F2 14.667 8.000 0.002 Pf= 0.018 F2 14.667 q= 0.000 2.5 10.000 Pt= 33.694 Mat='310" 31 4= 49.996 2-635 0.000 C=120 Pe= 0.000 F3 A. 667 10.000 01008 Pf= 0.080 F3 14.667 q- 0.000 2.5 10.000 Pt= 33.614 Mat--PS10" 32 0= 70.BB5 2.635 0.000 C=120 Pe- 0.000 F4 14.667 10.000 0.015 Pf= 0.152 F4 14.667 q= 0.000 2.5 8.000 Pt- 33.462 MatJ'S10" 33 Q= 90.232 2.635 0.000 C=120 Pe= 0.000 F5 14.667 6.000 0,024 Pf= 0.191 FS 14.667 q- 0.000 2.5 7.000 Ft= 33.271 Mat-O'S10" 34 Q- 108.637 2.635 0.000 C=120 Pe= 0.000 F6 14.667 7.000 0.034 Pf= 0.235 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 6 Pipe Information, cant. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev 8 Flow i.d. num & length F [fl] C factor elev (Pe) Node 2 [ft] IC -factor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes F6 14.667 q= 0.000 2.5 8.000 Pt- 33.036 MatJ1310" 35 Q= 126.519 2.635 0.000 C-120 Pe- 0.000 F7 14.667 8.000 0.045 Pf= 0.366 F7 14.667 q- 0.000 2.5 10.000 Pt- 32.680 MatJ"S10" 36 Q= 144.188 2.635 0.000 C-120 Pe- 0.000 F8 14_667 10.000 0.057 Pf= 0.567 F8 14.657 q- 0.000 2.5 10.0D0 Pt= 32.113 Mat- S10" 37 4- 162.103 2.635 0.000 C=120 Pe= 0.000 F9 14.667 10.000 0.07 Pf- 0.704 F9 14.667 q- 0.000 2.5 10.000 Pt= 31.409 MatJ'S10" 38 Q= 180.788 2.635 0.000 C=120 Pe- 0.000 F10 14.667 10.000 0.086 Pf- 0.861 F10 14.667 q- 0.000 2.5 10.000 Pt= 30.548 Mat-O'S10" 39 Q= 152.178 2.535 0.000 C-i20 Be- 0.000 F11 14.667 10.000 0.063 Pf- 0.626 F11 14.667 q= 0.000 2.5 10.000 Pt= 29.922 Mat�-S10" 40 0- 101.1'_0 2.635 0.000 C=1-20 Pe- 0.000 F12 14.667 10.000 0.029 Pf- 0.294 F12 14.667 q= 0.000 2.5 8.000 Pt= 29.628 MatJPS10" 41 Q= 50.504 2.635 0.000 C-120 Pe- 0.000 F13 14.567 8.000 0.008 Pf- 0.065 N1 14.667 q= 0.000 1.25 1T-6,617 1.000 Pt= 40.454Matm'ATHREAD" 50 Q= 24.974 1.40E 6.617 C-120 Pe- 0.433 NR1 15.667 7.617 0.047 Pf= 0.357 N2 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 40.461Mat�'ATRREAD" 51 Q- 25.022 1.408 6.617 C=120 Pe= 0.433 NR2 15.667 7_617 0.047 Pf- 0.358 N3 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 38.460Mat=-ATHREAD" 52 0= 20.889 1.408 6.617 C=120 Pe= 0.433 NR3 15.GO 7.617 0.034 Pf- 0,256 N4 14.667 q= 0.000 -.25 1T=6.G17 1.000 Pt= 37.666Mat�-ATHREAD" 53 Q= 19.347 1.408 6.611 C-i20 Pe- 0.433 NR4 15.667 7.617 0.029 Pf- 0.222 N5 14.667 q- 0.000 1.25 1T-6.6 7 1.000 Pt= 37.105Mat� ATHREAD" 54 Q- 18.405 1.408 6.617 C-120 Pe- 0.433 NR5 15.667 7.617 0.027 Pf- 0.203 N6 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 36.671Mat�`ATHREAD" 55 Q- 17.682 1.408 6.617 C-120 Pe- 0.433 NR6 15.667 7.617 0.025 Pf= 0.192 N7 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 36.235Mat= ATHREAD" 56 Q= 17.669 1.408 6.617 C=120 Pe= 0.433 NR7 15.667 7.617 0.025 Pf= 0.188 report created by the "Simple Hydraulic Calculator version 2.3.4 from www.igneusinc.com 11117/2015 Page 7 Pine Information, cont Node 1 Discharge Nom Fittings L [ft] total (Pt] Pipe Elev & Flow i.d. num & length F [ft] C factor eiev (Pe) Node 2 [ft] K-factor [gpm] [in] IN T [ft] psilft friet (Pf) Notes N8 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 35.760Mat�-ATHREAD" 57 Q- 17.915 1.408 6.617 C=120 Fe= 0.433 NR8 15.667 7.617 0.025 Pf- 0.193 N9 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 35.352MatJ-ATHREP.D" 58 Q= 18.685 1.408 6.617 C=120 Pe= 0.433 NR9 15.667 7.617 0.027 Pf= 0.208 N10 14.667 q= 0.000 1.25 1T=6,6-17 1.000 Pt- 35.007MatJ-ATHREAD" 59 4- 30.288 1.408 6.617 C=120 Pe- 0.433 NR10 15.667 7.617 0.067 Pf= 0.509 N11 14.667 q= 0.000 1.25 1T=6.617 1.D00 Pt= 34.756Mat='ATHREAD" 60 Q- 54.133 1.408 6.617 C-120 Pe- 0.433 NR11 15.667 7.617 0.196 Pf= 1.492 N12 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 34.638MatJ'ATHREAD" 61 Q= 54.212 1.406 6.617 C=120 Pe- 0.433 NR12 15.667 7.617 0.196 Pf= 1.496 N13 14.667 q= 0.000 1.25 1T�6.6'_7 1.000 Pt- 34 .611 Mat=?'ATHREAD" 62 Q= 54.229 1.408 6.617 C=120 Pe= 0.433 NR13 15.667 7.617 0.196 Pf= 1.496 FR1 15.667 q- 0.000 1.25 1T=6.617 1.000 Pt- 33.635Mat-'ATHREAo" 70 Q= 24.974 1.408 6.617 C=120 Pe= -0.433 F1 14.667 1,617 0.047 Pf= 0.357 FR2 15.667 q= 0.D00 1.25 1T=6.6i7 1.000 Pt- 33.519MatJ'AT11READ 71 Q= 25.022 1.408 6.617 C-120 Pe- -0.433 F2 14.667 7.617 0.047 Pf= 0.358 FR3 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 33 .437 Mat-PATHREAD" 72 0= 20.869 1.90E 6.617 C=120 Pe= -0.433 F3 14.667 7.617 0.034 Pf= 0.256 FR4 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 33.251Mat-11ATHREAD" 73 Q- 19.34-7 1.408 6.617 C=120 Pe- -0.433 F4 14.667 7.617 0.029 Pf= 0.222 FR5 15.667 q= 0.000 1.25 LT-6.617 1.000 Pt- 334041Mat--'ATHREAD" 74 0- 18.405 1.406 6_617 C=120 Pe- -0.433 F5 14.667 7.617 0.027 Pf= 0.203 FR6 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 32.796Mat='ATHREAD" 75 Q- 0.882 1.408 6.617 C=120 Pe= -0.433 F6 14.667 7.617 0.025 Pf= 0.192 FR7 15.667 0.000 1.25 1T=6.617 1.000 Pt- 32.435Mat J'ATHREAD" 76 Q=- 17.669 1.408 6.617 C=120 Pe- -0.433 F7 14.667 7.617 0.025 Pf= G.188 FR8 15.667 q- 0.000 1.25 1T�6.617 1.000 Pt- 31.873MatJ ATHREAD" 77 Q- 17.915 1.408 6.617 C=120 Pe= -0.433 F6 14.667 7.617 0-025 Pf- 0.193 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11/17/2015 Page 8 Pine Information. cunt Node 1 Discharge Nam Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] IC -factor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes FR9 15.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 3 1 .185 MatJ-ATHREAD" 78 0g 18.685 1.408 6.617 C-120 Pe= -0.433 F9 14.667 7.617 0.027 Pf- 0.208 F10 14.667 q- 0.000 1.25 1T-6.617 1.006 Pt= 30.548Mat�mATHREAD" 79 Q- 28.610 1.409 6.617 C=120 Pe- 0.433 FR10 15.667 7.617 0.06 Pf- 0.456 F11 14.667 q= 0.000 1.25 1T=6.617 1.D00 Pt= 29.922Mat-J'ATHREAI]" 80 Q= 51.069 1.408 6.617 C-120 Pe- 0.433 FR11 15.667 7.617 0.176 Pf= 1.339 F12 _4.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 29.628Mat�-ATHREAD" 81 Q- 50.606 1.408 6.617 C-120 Pe- 0.433 FR12 15.667 7.617 0.173 Pf= 1.317 F13 14.667 q= 0.000 1.25 1T=6.6=7 1.000 Pt= 29.563Mat=!'ATHREAD" 82 Q- 50.504 1.408 6.617 C=120 Pe= 0.433 FR13 15.667 7.617 0.172 Pf- 1.312 NR1 15.667 q= 0.000 1.25 2T=13.233 115.563 Pt= 39.665MatJ'ATHREAD" 90 Q= 24.974 1.408 13.233 C=120 Pe= 0.000 FR1 15.667 128.817 0.047 Pf- 6.029 NR2 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 39.670Mat�'ATHREAD" 91 0- 25.022 1.408 13.233 C=120 Pe= 0.000 FR2 15.667 126.817 0.047 Pf- 6.051 NR3 15.667 q- 0.000 1.25 2T=13.233 115.583 Pt= 37.770Mat- ATHREAD" 92 Q= 20.889 1.408 13.233 C=120 Pe= 0.000 FR3 15.667 128.817 0.034 Pf= 4.333 NR4 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 37.011Mat" ATHREAD" 93 Q- 19.341 1.408 13.233 C=120 Pe= 0.000 FR4 15.667 128.817 0.029 Pf- 3.760 NR5 15.667 q- 0.000 1.25 2T=13.233 1`5.583 Pt= 36.469Mat=PATHREAD" 94 Q= 18.405 1.403 13.233 C-120 Pe= 0.000 FR5 15.667 128.817 0.027 Pf- 3.428 NR6 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 36.046Mat='ATHREAD" 95 Q- 17.682 1.408 13.233 C-120 Pe= 0.000 FR6 15.667 128.817 0.025 Pf= 3.250 NR7 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt- 35.614Mat-'ATHREAD" 96 Q- 17.669 1.408 23.233 C=120 Pe= 0.000 FR7 15.667 128.817 0.025 Pf= 3.179 NR8 15.667 q- 0.000 ;.25 2T=13.233 115.583 Pt- 35.134Mat-'ATHREAD" 97 Q- 17.915 1.408 13.233 C-120 Pe= 0.000 FR8 15.667 128.817 0.025 Pf= 3,261 NR9 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt- 34.710Mat-?'ATHREAD" 98 Q- 18.685 1.408 13.233 C-120 Pe- 0.0D0 FR9 15.667 128.817 0.027 Pf= 3.525 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11117/2015 Page 9 Pipe Information, cunt. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Ele►r & Flow W. num & length F [ft] C factor eleu (Fe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes NR10 15.667 q= 0.000 1.25 1T-6.617 76.000 Pt= 34. 0 65 Mat�"ATHREM)" 100 Q- 30.288 1.408 4E-13.233 19.850 C=120 Pe- 0.000 101 15-667 95.850 0.067 Pf= 6.411 101 15.667 5.6 q= 29.449 1.25 12.000 Pt= 27.654Matm�'ATHREAD" 101 Q= 0.839 1.408 0.00D C-120 Pe- 0.000 102 15.667 12.0DO 0 Pf= 0.001 FR1O 15.667 q= 0.000 1.25 IT-6.617 26.667 Pt- 2 9. 6 5 7 Ma t J'AT HRE A 1) 102 Q= 28.610 1,408 6.617 C-120 Pe- 0.000 102 15.667 33.283 D.06 Pf= 2.003 NR11 15.667 q= 0.000 1.25 1T=6.617 46.500 Pt- 32.832Matr'ATHREAD" 103 0= 54.133 1.408 6.617 C=120 Pe- 0.000 103 15.667 53.117 0.196 Pf= 10.402 103 15.667 5.6 q= 26.522 1.25 12.000 Pt- 22.430Mat='ATHREAD" 104 0- 27.6-2 1.408 0.000 C=120 Pe= 0.000 104 15.667 12.000 0.056 Pf= 0.676 104 15.667 5.6 q= 20.119 1.25 12.000 Pt- 21.754Mat-PATHREAD" 105 Q= 1.492 1.408 0.000 C=120 Pe= 0.000 105 15.667 12.000 O.00D Pf= 0.003 FR11 15.667 q- 0.000 1.25 1T-6.617 26.667 Pt= 26.150MatJ'ATHREAD" 106 Q= 51.069 1.40E 6.617 C=120 Pe= 0.000 106 15.667 33.283 0.176 Pf= 5.852 106 15.667 5.6 q- 26.444 1.25 12.000 Pt- 22.298Mat-'ATHREAD" 107 Q- 24.625 1.408 0.000 C=120 Pe- 0.000 105 15.667 12.000 0.046 Pf= 0.547 NR12 =5.667 q= 0.000 1.25 17 =6.617 46.500 Pt- 32.709Mat-"ATHREAD" 108 Q= 54.212 1.408 6.617 C-120 Pe- 0.000 107 15.667 53.117 0.196 Pf= 10.429 107 15.667 5.6 q- 26.433 1.25 12.000 Pt= 22.280Mat=F'ATHREAD" 109 0- 27.779 1.408 0.000 C-120 Pe- 0.000 108 15.667 12.000 0.057 Pf= 0.684 108 15.667 5.6 q= 26.024 1.25 12.000 Pt- 21.596Mat�'ATHREAD" 110 0- 1.755 1.408 0.000 C-120 Pe- 0.000 109 15.667 12.000 0.000 Pf= 0.004 FR12 15.667 q= 0.000 1.25 1T=6.617 26.667 Pt- 27.870Mat-"ATHREAD" 111 Q= 50.606 1.408 6.617 C=120 Pe= 0.000 110 15.667 33.263 0.173 Pf= 5.754 110 15.667 5.6 q= 26.340 1.25 12.000 Pt- 22.124Mat-J RT14READ" 112 Q= 24.266 1.408 0.000 C=120 Pe= 0.000 109 15.667 12.00D 0.044 Pf= 0.533 NR13 15.667 q= 0.000 1.25 1T-6 617 46.500 Pt- 32.682Mat-'ATHREAD" 113 Q- 54.229 1.408 6.611 C=120 Pe= 0.000 111 =5.667 53.117 0.196 Pf- 10,436 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11/17/2015 Page 10 Pipe Information. cont. Node 7 Discharge Nam Fittings L [ft] total (Pt) Pipe Elev & Flow Ld. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-Factor [gpm] [in] [ft] T [ft] psilft frict (PQ Notes Ill 15.667 5.6 q- 26.413 1.25 12.000 Pt= 22.246MatJ'ATHREAD" 114 Q- 27.816 1.408 0.000 C-120 Pe= 0.000 112 15.667 12.000 0.057 Pf= 0.636 112 15.667 5.6 q= 26.003 1.25 12.000 Pt- 21.561Mat -P`ATHREAD" 115 Q= 1.814 1.409 0.000 C-120 Pe- 0.000 113 15.667 12.000 0.000 Pf- 0.004 FR13 15.667 q= 0.000 _.25 1T=6.617 26.667 Pt= 27.818Hat=11ATHREAD" 116 4= 50.504 1.408 6.611 C=120 Pe= 0.000 114 IS.667 33.263 0.172 Pf- 5.732 114 15.667 5.6 q- 26.317 1.25 12.000 Pt= 22.085MatJ'ATHREAD" 117 Q= 24.186 1.408 0.000 C=120 Pe= 0.00D 113 15.667 22.000 0.044 Pf- 0.529 Material Codes fte Material Fittinas PVC - PVC C900 Pressure Class 150 C - Check Valve S10 - Schedule 10 Steel E - Standard 90 degree elbow S40 - Schedule 4D Steel G - Gate Valve CDI52 - Cement Lined Ductile Iron Thickness Class 52 T - Tee - Flow turn 90 degrees ATHREAD - Allied Dyna-Thread Steel report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.ignousinc.com Hydraulic Calculations for Project: Aldi Food Market # 68 78-601 Highway 111 La Quinta, CA 92253 Drawing no.: 15034 Date: 11/17/2015 Remote area number: Remote area location: Occupancy classification: Density: Area of application: Coverage per sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In rack demand: Hose streams: Total water required (including hose streams). Total water required at base of system riser: Type of system: Volume of dry or preaction system: Contractor: Name of designer: Authority having jurisdiction: Notes 1 (west proof) sales floor ordinary hazard group 0.20 gpmisf 1500 sf 130 sf ssu sc sr 5.6k intermediate temp 14 na 250 gpm outside + 0 inside 623.66 gpm at 68.14 psi [ 13.13 psi safety margin ] 373.66 gpm at 54.66 psi wet pipe na Water Supply Information Date: 11-2-2015 Location: Simon Dr Source: city water main R6M Fire Protection, Inc. 23597 Ancash Court Perris, CA 92507 C-16,840414 (951 ) 657-8699 Richard Meadows Riverside County Fire Department Static and residual pressures reduced by 10% 11 /17/2015 105 .o 75 60 S I 45 30 15 51 Hydraulic Demand Graph (A) (B (C) (D} I-LL III (F C100 200 300 400 500 600 700 GPM report created by the "simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.cam Page 2 Water Source: A) 81.6 psi Static B) 700 gpm at 81.18 psi Source at BQR: C) 71.58 psi Static D) 373.7 gpm at 67.78 psi E) 700 gpm at 59.45 psi Demand at BOR: F) 373.7 gpm at 54.66 psi 11 /17/2015 Supply Analysis Static Residual Available Node at Pressure Pressure Plow Pressure [ps7 [PSI] [9pml [IM11 Page 3 Total Required Demand Pressure [gpm] [PSI] SRC 61.6 77.2 2500.0 81.26 623.66 68.14 Node Anal sis Node Tag Elev [ft] Type Pressure Req Disch [psi] Igpm] Discharge [gpm] SRC -3.000 source 68.136 -1523.655 TAP -3.000 ref 68.136 0.000 U1 -3.000 ref 66.759 0.000 SF1 2.000 ref 64.338 0.000 3F2 2.000 ref 55.581 0.000 U2 -3.000 ref 57.489 0.000 FE -3.000 ref 56.952 250.000 250.000 U3 -3.000 ref 56.321 0.000 a0R 0.500 ref 54.658 0.000 TOR 14.667 ref 42.842 0.000 HT 14.667 ref 40.131 0.000 N1 14.667 ref 40.053 0.000 N2 14.667 ref 40.059 0.0DO N3 14.667 ref 38.031 0.000 144 14.667 ref 37,223 0.000 N5 14.661 ref 36.646 MOD N6 14.667 ref 36.194 0.000 N7 14.667 ref 35.734 0.000 N6 14.667 ref 35.223 0.000 N9 14.667 ref 34.773 0.000 N10 14.667 ref 34.382 0.000 N11 14.667 ref 34.093 0.000 N12 14.667 ref 33.95E 0.000 N13 14.667 ref 33.926 0.000 F1 14.667 ref 33.763 0.000 F2 14.667 ref 33.74.6 ❑.OflO F3 i4.667 ref 33.672 0.000 F4 14.667 ref 33.531 0.000 F5 14.667 ref 33.357 0.000 F6 14,667 ref 33.145 0.000 F7 14.667 ref 32.826 0.000 F8 14.667 ref 32.324 0.000 F9 14.667 ref 31.709 0.000 F10 14.667 ref 30,964 0.000 F11 14.667 ref 30,43! 0.000 F12 14.667 ref 30.181 0.000 F13 14_E67 ref 30.126 0.000 NR1 15.667 ref 39.266 0.000 NR2 -5.667 ref 39.292 0.000 NR3 15.667 ref 37.367 0.000 NR4 15_667 ref 36.595 0.000 NR5 15.567 ref 36.039 0.000 NR6 15.6E7 ref 35.600 0.000 NR7 15.661 ref 35.147 0.000 NR8 -5.667 ref 34.637 0.000 NR9 15.667 ref 34.178 O.00D NR10 15.667 ref 33.415 0.000 NR11 15.667 ref 31.938 0.000 Elev Pressure Req Disch Discharge Node Tag Ift] Type [psi] [gpm] [gpm] NR12 15.667 ref 31.802 0.000 NR13 15.667 ref 31.772 0.000 FR1 15.667 ref 33.662 0.000 FR2 15.667 ref 33.647 0.000 FR3 15.667 ref 33.469 0.000 FR4 15.667 ref 33,293 0.000 FR5 15.667 ref 33.098 0.000 FR6 15.667 ref 32.873 0.000 FR7 15.667 ref 32.547 0.000 FR8 15,667 ref 32.045 0.000 FR9 15.667 ref 31.438 0.000 FR10 15.667 ref 30.099 0.000 FRll 15.667 ref 26.863 O.ODO FR12 15.667 ref 28.627 0.000 FR13 15.667 ref 28.575 0.000 i01 15.667 K=5.60 27.536 26.000 29.306 102 15.667 KC 5.60 27.532 26.000 29.364 103 15.667 K=5.60 22.645 26.000 26.64E 104 15.667 K-5.60 21.764 26.000 26.125 '05 15.667 K-5.60 21.727 26.000 26.103 106 15.667 K=5.60 22.113 26.000 26.333 i07 15.667 K=5.60 22.510 26.000 26.569 108 15.667 K-5.60 21.626 26.000 26.042 109 15.667 K-5.60 21.581 26.000 26.019 110 15.667 K=5.60 21,964 26.000 26.245 111 15.667 K=5.60 22.482 26.000 26.552 112 15.667 K-5.60 21.595 26.000 26.024 i13 15.667 K-5.60 21.55E 26.000 26.000 i14 15.667 K=5.60 21.931 26.000 26.225 report created by the "Simple Hydraulle Calculator' version 2.3.4 from www.igneusinc.eom 11/17/2015 Page 4 Pipe Information negative pipe flow (Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Nam Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K factor [gpm] [in] [ft] T [ft] psllft frict (Pf) Notes SRC -3.DO0 q- 623.655 12 1.000 Pt= 68.136 Mat-P'CDI52" Q- 623.655 12.34 0.000 C=140 Pe- 0.000 TAP -3.000 1.000 0.000 Pf= 0.000 TAP -3.D00 q- 0.000 6 1T�43.037 67.000 Pt- 68.136 Matl'CDI52" 2 0- 623.655 6.16 1G�4.304 67,425 C=140 Pe- 0.000 U1 -3.000 1E-20.064 134.425 0.01 Pf= 1.376 U1 -3.D00 q= 0.000 6 1E=20.084 5.ODO Pt= 66.759 Mat=j'CD152" 3 Q- 623.655 6.16 20.084 C-140 Pe- 2.165 BF1 2.000 25.084 0.01 Pf= 0.257 BF1 2.000 q= 0.000 6 1E=20.084 5.000 Pt= 64.338 RPDA 4 0= 623.655 6.16 20.094 C-140 Pe= 0.000 MatJ'CDI52" BF2 2.000 25.084 0.01 Pf= 0.251 Pdev3.5 psi BF2 2.000 q= 0.000 6 1E-20.084 5.000 Pt- 55.5B1 Mat=0CD152" 5 0- 623,655 6.16 20.084 C=140 Pa= -2.165 U2 -3.000 25.084 0.01 Pf= 0 .2 51 U2 -3.000 q= 0,000 6 1T=45.881 10.000 Pt= 57.469 MatJ'PVC" 6 Q- 623.655 6.08 15.88= C=_50 Pe- 0.000 FH -3.000 55,881 0.01 P£= 0.537 FA -3.000 q= 250.000 6 2G=9.176 90.000 Pt= 56.952 250G?M FasE 7 Q- 373.655 6.08 1C-40.939 79.526 C=150 Pe= 0.000 Mat='PVC" U3 -3.D00 1E=21.411 159.52E 0.004 Pf- 0.631 U3 -3.000 q= 0.000 6 IM-14.000 12.000 Pt= 56.321 MatJ'g40" 6 Q= 373.655 6.055 14.000 C-�20 Pe= 1.515 BOR 0.500 26.000 0.00E Pf- 0,148 BOR 0.500 q= 0.000 3 1E-9.408 13,500 Pt= 54.658 F1ON SW 10 Q= 373.655 3.26 9.4D8 C=120 Pe- 6.134 Mat-O'S10" TOR 14.661 22.908 0.117 Pf- 2,681 Pdev 3.0 psi TOR 14.667 q= 0.000 3 23.167 Pt= 42.842 MatJ'51D" 11 Q= 373.655 3.26 0.000 C-120 Pe- 0.000 VT 14.667 23.167 0.1-7 Pf= 2,712 NT 14.667 q- 0.000 3 1T20.159 7.000 Pt- 40.131 Mat--"S10" 12 Q= 48.155 3.26 20.159 C=120 Pe= 0.000 N2 14,661 27.159 0.003 Pf= 0.072 N2 14.667 q= 0.000 3 8.000 Pt- 40.059 Matte S10" 13 0- 24,054 3-26 0.000 C==20 Pe= 0.000 N1 14.661 8.000 0.001 Pf= 0.006 NT 14.667 q= 0.000 3 1T=20.159 3.000 Pt= 40.131 Mat510" 14 Q- 325.500 3.26 20.159 C=120 Pe- 0,000 N3 14.667 23.159 0.091 Pf- 2.100 N3 14.667 q= 0.000 3 10.000 Pt= 38.031 Hat�`S10" 15 Q- 305.771 3.26 0.000 C=120 Pe= 0.000 N4 14.667 10.000 0.081 Pf- 0.808 report created by the "Simple Hydraulic Calculators' version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 5 Pbe Information. Cont. Node 1 Discharge Nom Fittings L [ft] total (Pt) PIPe Elegy S Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] IC factor [gpm] [in] [ft] T [ft] Psllft frict (Pf) Notes N4 14.667 q= 0.000 3 8.000 Pt- 37.223 Mat"S10" 16 Q= 267.737 3.26 0.000 C-120 Pe- 0.000 N5 14.667 8.000 0.072 Pf= 0.571 N5 14.667 q= 0.000 3 7.000 Pt- 36.646 mat J'S10" 17 Q= 270.796 3.26 0.000 C-120 Pe- 0.000 N6 14.667 7.000 0.065 Pf= 0.452 N6 14.667 q= 0.000 3 8.000 Pt= 36.191 Mat-O'S10" 18 Q= 254,532 3.26 0.000 C=120 Pe= 0.000 N7 14.667 8.000 0.058 Pf- 0.460 N7 14.667 q= 0.000 3 10.000 Pt= 35.734 Mat1'S10" 19 Q= 238,682 3.26 0.000 C=120 Pe= 0.00D N8 14.667 10.000 0.051 Pf= 0.511 N8 14.667 g- 0.000 3 10.000 Pt= 35.223 MatJ`S10" 20 ¢= 222.858 3.26 0.000 C=120 Pe= 0.000 N9 14.667 10.000 0.045 Pf= 0.450 N9 14.667 q= 0.000 3 10.000 Pt= 34.773 Mat-'S10" 21 206.551 3.26 0.000 C-120 Pe- 0,000 N10 14.667 10.000 0.039 Pf= 0.391 N10 14.667 q= 0.000 3 10.000 Pt= 34.382 Mat-O'S10" 22 4= 175.480 3.26 0.000 C-120 Pe- 0.000 N11 =4.667 1D.000 0.029 Pf- 0.289 N11 14.667 q- 0.000 3 1D.000 Pt- 34.093 Mat-S10'. 23 Q- 116.962 3.26 0.000 C-120 Pe= 0.000 N12 14.6CC7 10.000 0.014 Pf- 0.137 N12 14.667 q= 0.000 3 8.000 Pt= 33.956 Mat�S10" 24 f2' 58.490 3.26 0.000 C-120 Pe- 0.000 N13 14.667 8.000 0.004 Pf- 0.030 F1 14.667 q= 0.000 2.5 8.000 Pt= 33.763 MatJ`S10" 30 Q- 24.054 2.635 0.000 C==20 Pe= 0.000 F2 14.667 6,000 0.002 Pf- 0.017 F2 14.667 q= 0.000 2.5 10.000 Pt- 33.746 Mat1'S10" 31 Q= 48.155 2.635 0.000 C-120 Pe- 0.000 F3 14.667 10.000 0.007 Pf- 0.075 F3 14.667 q= 0.000 2.5 10.000 Pt= 33.672 Mat1'S10" 32 Q- 67.884 2.635 0.000 C-120 Pe- 0,000 F4 14.667 10.000 0.014 Pf= 0.141 F4 i4.667 q= 0.000 2.5 6.000 Pt= 33.531 Mat1'S10" 33 Q= 85.918 2.635 0.000 C-120 Fe- O.DDD F5 14.667 8.000 0.022 Pf- 0.174 F5 14.667 q= 0.000 2.5 7.000 Pt= 33.357 Mat"S10" 34 Q- 102.859 2.635 0.000 C-120 Pe= 0.000 F6 14.667 7.000 0.03 Pf- 0.212 report created by the "Simple Hydraulic Calculator' version 2.3.4 from wwwAgneusine.com 11117/2015 Page 6 Pioe Information, cunt Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev S Flow i.d. num & length F [ft] C factor elegy (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psuft fdct (Pf) Notes F6 14.667 q= 0.000 2.5 8.00D Pt- 33.145 Mat-'S10" 35 Q= 219.123 2.635 0.000 C-220 Pe- 0.000 F? 14.667 8.000 0.05 Pf= 0.319 F7 14.667 q= 0.000 2.5 10.000 Pt- 32.826 Matj'S10" 36 Q- 134.973 2.635 0.000 C=120 Pe= 0.000 FS 14.667 10.000 0.05 Pf- 0.502 F8 14.667 q- 0.000 2.5 10.000 Pt= 32.324 Mat J'S10" 37 Q= 150.797 2.635 0.000 C-120 Pe- 0.000 F9 14.667 10.000 0.062 Pf= 0.616 F9 14.667 q- 0.000 2.5 10.000 Pt= 31.709 MatJ'510" 38 Q= 167.104 2.635 0.000 C-120 Pe- 0.000 F10 14.667 10.000 D.074 Pf- 0.745 F10 14.667 q- 0.000 2.5 10.000 Pt= 30.964 MatJ'S10" 39 Q= 139.405 2.635 0.000 C-120 Pe- 0.000 F11 14.667 10.000 0,053 Pf= 0.533 F11 14.667 q- 0.000 2.5 10,000 Pt- 30.431 MatJ'S10" 40 Q- 92.694 2.635 0.000 C=120 Pe= 0,000 F12 14.667 10.000 0.025 Pf= 0.250 F12 14.667 q= 0.000 2.5 8.000 Pt- 30.181 MatJ'S14" 41 0= 46.310 2.635 0.000 C=120 Pe- 0.000 F13 14.667 8.000 0.007 Pf= 0.055 N1 14.667 q= 0.000 1.25 1T-6.617 L OGO Pt= 4 0 . 053 MatJ'ATRREAD" 50 0- 24.054 1.408 6.617 C--120 Pe- 0.433 NR1 15.667 7.617 0.044 Pf= 0.333 N2 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 40. 059 MatJ'ATHREAD" 51 Q- 24.101 1.40E 6.617 C-120 Pe- 0.433 NR2 15.661 7.617 0.044 Pf- 0.334 N3 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 38,O31MatJ'ATHREAD" 52 Q= 19.729 1.408 6.617 C-120 Pe- 0.433 NR3 15.667 7.617 D.03 Pf- 0.230 N4 14.667 q= 0.000 1.25 1T-6,617 2.000 Pt= 37.223MatJ'ATHREAD" 53 Q= 18.D35 1.408 6.617 C-120 Pe- 0.433 NR4 15.667 7.617 0.026 Pf= 0.195 N5 14,667 q= 0.000 1.25 1T-6.617 1.000 Pt- 36.64-6MatJ'ATHREAD" 54 Q- 16.941 1.408 6.621 C-120 Pe- 0.433 NR5 15.667 7.617 0,023 Pf- 0.174 N6 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 36.194MatJ'ATHREAD" 55 0- 16.264 1.408 6.617 C-120 Re- 0.433 NR6 15.667 7,617 0.021 Pf= 0.161 N7 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt- 35.734Mat-'ATHREAD" 56 Q= 15.850 1.406 6.617 C=120 Pe- 0.433 NR7 15.667 7.617 0.02 Pf= 0.154 report created by the "Simple Hydraulic Calculator' version 2.3A from www.igneusine.com 11/1712015 Page 7 Pipe Information, cant. Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Eley & Flow Ld. num & length F [ft] C factor eley (Fe) Node 2 [ft] Mactor [gpm] [in] [ft] T [ft] PSM frict (Pf) Notes N8 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 35 .223 Mat�"ATHREAD" 57 Q= 15.623 1.408 6.617 C=120 Pe= 0.433 NR8 15.667 7.617 0.02 Pf= 0.153 N9 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 34.773Mat='ATHREAD" 58 Q- 16.3D7 1.408 6.617 C-120 Pe- 0.433 NR9 15.667 7.617 0.021 Pf= 0.262 N1O 14.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 34.382 Mat11ATHREAn" 59 0- 31.071 1.406 6.617 C-120 Pe- G.433 NR1O 15.667 7.617 0.07 Pf= 0.534 N11 14.667 q- 0.000 1.25 1T=6.617 1.000 Pt= 34.093Mat�-ATHREAD" 60 Q- 58.498 1.409 6.611 C-120 Pe- 0.433 NR11 15.667 7.517 0.226 Pf= 1.722 N12 14.667 q= 0.000 1.25 1T=6.G_7 1.000 Pt= 33.956Mat='ATHREAD" 61 Q= 58.492 1.408 6.617 C=120 Pe- 0.433 NR12 15.667 7.617 0.226 Pf= 1.721 N13 14.G67 q= 0.000 1.25 1T=6.617 1.000 Pt- 33.926Mat-'ATHREAD" 62 Q= 58.490 1.408 6.617 C=120 Pe= 0.433 NR13 15.667 7.617 0.226 Pf� 1.721 FR1 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 33.662MatJ`ATHREAD" 70 ¢= 24.054 1.408 6.611 C=120 Pe= -0.433 F1 14.667 7.611 0.044 Pf= 0.333 FR2 -5.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 33.647Mat-O'ATHREAD" 71 0- 24.101 1.408 6.617 C-120 Pe= -0.433 F2 14.667 7.611 0.044 Pf= 0.334 FR3 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 33.469Mat�`ATHREAD" 72 Q- 19.729 1.408 6.617 C=120 P@= -0.433 F3 14.667 7.617 0.03 Pf= 0.230 FR4 15.661 q- 0.000 i_25 1T=6.617 1.000 Pt= 33.293Nat=:?'ATHREAD" 73 0= 18.035 1.408 6.617 C-120 Pe- -0.433 F4 14.667 7.617 0.026 Pf= 0.195 FR5 15.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 33.096Mat= ATHREAD" 74 Q= 16.941 1.408 6.617 C-120 Pe- -0.433 F5 14.667 7.617 0.023 Pf= 0.174 FR6 15.667 q= 0.000 1.25 17=6.617 1.000 Pt= 32.873Mat-d'ATHREAD" 75 Q- 16.264 1.408 6.611, C=l20 Pe= -0.433 F6 14.667 7.611 0.021 Pf= 0.161 FR7 15.667 q= 0.000 i.25 1T-6.617 1.000 Pt- 32.547Mat-'ATHREAD" 76 Q- 15.850 1.408 6.617 C=120 Pe= -0.433 F7 1_--4.667 7.617 0.02 Pf= 0.154 FRS 15.667 q- 0.000 1.25 1T-6.6i7 1.000 Pt- 32.045Mat-'ATHREAD" 77 Q= 15-523 1.408 6.617 C=120 Pe- -0.433 F8 14.667 7.617 0.02 P£- 0.153 report created by the "Simple Hydraulic Calculator' version 2.3.4 from www.igneusinc.com 1111 T12015 Page 8 Pipe Information, cant. Node t Discharge Nom Fittings L [ft] total (Pt] Pipe Elegy & Flow I.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K factor [gpm] [in] [ft] T [ft] psilft frict (Pf) Notes FR9 15,667 q= 0.000 1.25 1T=6.617 1.000 Pt- 31 . 4 38 MatJ'ATHREAD" 76 Q= 16.307 1.408 6.617 C-120 Pe- -0.433 F9 14.667 7.617 0.02' Pf= 0.162 F10 14.667 q- 0.000 1.25 1T--6.617 1.000 Pt- 30.964Mat-'ATHREAD" 79 0- 27.698 1.408 6.617 C=120 Pe- 0.433 FR10 15.667 7.617 0,057 Pf- 0.432 F11 14.667 q= O.ODO 1.25 1T-6.617 1.000 Pt= 30.431Mat�-ATHREAD" 80 4= 46.711 1.4D8 6.617 C-120 Pe= 0.433 FR11 15.667 7.617 0.149 Pf- 1.135 F12 _4.661 q= 0.000 1.25 1T-6.617 1.000 Pt= 30.181Mat= ATHREAD" 81 0- 46.383 1.408 6.617 C-120 Pe- 0.433 FR12 15.667 7.617 0.147 Pf- 1,121 F13 14.667 Cr- 0.000 1.25 1T-6.617 1.000 Pt= 30.126 MatJ'ATKREAD" 82 Q= 46.310 1.408 6.617 C-120 Pe- 0.433 FR13 15.667 7.617 0.141 Pf- 1.117 NR1 15.667 Cr-- 0.000 1.25 2T-13.233 115.583 Pt= 39.288MatJ'ATHREAD" 90 Q- 24.054 1.408 13.233 C-120 Pe- 0.000 FR1 15.667 128.817 0.044 Pf- 5.625 NR2 15.667 q= 0.000 1.25 2T-13.233 115.563 Pt= 39.292Matm'ATHREAD" 91 Q= 24.101 1.408 13.233 C=120 Pe= 0.000 FR2 15.667 129.817 0.044 Pf- 5.645 NR3 15.667 q= 0,000 1.25 2T=13.233 115.583 Pt= 37.367Mat-J'ATHREAD" 92 0- 19.729 1.408 13.233 C=120 Pe= 0.000 FR3 15.667 128.917 0.03 Pf- 3.898 NR4 15.667 q- 0.000 1.25 2T-13.233 115.583 Pt= 36.595MatJ'ATHREA➢" 93 Q- 18.035 1.408 13.233 C-120 Pe- 0.000 FR4 15.667 128.917 0.026 Pf= 3.302 NR5 15.667 q= 0.000 1.25 2T-13.233 115.583 Ft- 36.039Mat="ATHREA➢" 94 Q= 16.941 1.40B 13.233 C-120 Pe= 0.000 FRS i5.661 128.817 0.023 Pf- 2.941 NRE 15.667 q- 0.000 _.25 2T-13.233 115.583 Pt= 35.600Mat=VATHREAD" 95 Q= 16.264 1.408 13.233 C-120 Pe- 0.000 FR6 15.667 128.817 0.021 Pf- 2.727 NR7 15.667 q= 0.000 1.25 2T-13.233 115.583 Pt= 35.147MatJ'ATHREAD" 96 Q- 15.650 1.406 13.233 C-120 Pe- 0.000 FR7 15.667 128.817 0.02 Pf- 2.600 NR8 15.667 q= 0.000 1.25 2T-13.233 115.583 Pt= 34.637MatJMATHREAD" 97 0- 13.823 1.40B 13.233 C-120 Pe- 0.000 FRB 15.667 128.817 0.02 Pf- 2.592 NR9 15.667 q- 0.000 1.25 2T=13.233 115.583 Pt= 34.178MatJ-ATHREAD" 98 Q- 16.307 1.4D8 13.233 C=120 Pe- O.ODD FR9 15.667 128.817 0.021 Pf- 2.740 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.00m 11/17/2015 Page 9 Pipe Information, cont. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] Kdactor [gpm] [In] [ft] T [ft] psilft frict (Pf) Notes NR10 15.667 q= 0.000 1.25 1T=6.617 64.000 Pt= 33.415Mat-"ATHREAD" 100 Q- 31.071 1.408 4E=13.233 19.850 C-120 Pe= 0.000 101 15.667 831350 0.07 Pf= 5.879 101 15.667 5.6 q= 29.386 1.25 12.000 Pt= 27.536Mat-'ATHREAD" 102 Q= 1.685 1.408 0.000 C=120 Pe= 0.000 102 15.667 12.000 0.000 Pf- 0,004 FR10 15.667 q= 0.000 1.25 1T-6.617 38.667 Pt= 30.099Mat-"ATHREAD" 102 Q= 27.698 1.408 6.611 C=120 Pe= 0.000 102 15.667 45.283 0.057 Pf- 2.567 NR11 15.667 q= 0.000 1.25 1T-6.617 34.500 Pt= 31.938MatJ-ATHREAD" 103 ¢= 58.498 1.408 6.617 C-120 Pe- 0.000 103 15.667 41.117 0.226 Pf- 9.294 103 15.667 5.6 q= 26.648 1.25 12.000 Pt= 22.645 MatJ'ATHREAD" 1D4 0- 31.850 1.408 0.000 C=120 Pe- 0.000 104 15.667 12.000 0.073 Pf= 0.881 104 15.667 5.6 q= 26.125 1.25 12.000 Pt= 21.764Mat�`ATHREAD" 105 Q- 5.725 1.406 0.000 C=120 Pe- 0.000 105 15.667 12.00O 0.0D3 Pf- 0.037 FR11 15.667 q= 0.000 1.25 1T-6.6'7 38.667 Pt- 28.863MatJPATHREAD" 106 Q- 46.711 1.408 6.617 C=120 Pe- 0.000 1Q6 15.667 45.283 0.149 Pf= 6.750 206 15.667 5.6 q- 26.333 1.25 12.000 Pt- 22.113MatJ'ATHREAD" 107 Q- 20.378 1.408 0.000 C-120 Pe- 0.000 105 15.667 12.000 0.032 Pf= 0.386 NR12 15.667 q= 0.000 1.25 1T=6.617 34.500 Pt= 31.802Mat="ATHREAD" 108 Q= 58.492 1.408 6.617 C-120 Pe- 0.000 107 15.667 �1.117 0,226 Pf= 9.292 107 15.667 5.6 q- 26.569 1.25 12.000 Pt- 22.510MatJ'ATHREAW' 109 Q= 31.922 1.408 0.000 C-120 Pe- 0.000 108 15.667 12.000 0.074 Pf= O.B85 108 15.657 5.6 q= 26.042 _.25 12.000 Pt= 21.626Mat�-ATHREAD" 110 ¢= 5.BB0 1.408 0.000 C-120 Pe- 0.000 109 15.667 12.000 0.003 Pf- 0.039 FR12 15.667 q= 0.000 1.25 1T-6.617 38.657 Pt= 28. 627 MatJ'ATHREAD" 111 Q- 46.383 1.408 6.617 C-120 Pe- 0.000 110 15.667 45.283 0.147 Pf- 6.663 110 15.667 5.6 q= 26.245 1.25 12.000 Pt- 21.964Mat=m?'ATHREAD" 112 Q- 20.138 1,408 0.000 C=120 Pe- D.0O0 109 15.667 12,000 0.031 Pf= 0.377 NR13 15.667 q= 0.000 1.25 iT�6.617 34.500 Pt- 31.172MatJ'ATHREAD" 113 Q= 58.490 1.408 6.617 C=120 Pe= 0.000 111 15.667 41.117 0.226 Pf= 9.291 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www,igneusinc.com 11 /17f2❑15 Page 10 Pioe Information. cont Nods 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow W. num & length F [ft] C factor elev (Pe) Node 2 [ft] tC factor [gpm] [In] [ft) T [ft] psilft frict (Pf) Notes 111 15.667 5.6 q= 26.552 1.25 12.000 Pt= 22.481Matw�'ATHREAD" 114 0= 31.939 1.408 0.000 C=120 Pe- 0.000 112 15.667 12.000 0.014 Pf= 0.885 112 15.667 5.6 q- 26.024 1.25 12.000 Pt- 21.595Mat- ATHREAU" 115 0= 5.915 1.400 0.000 C-120 Pe- 0.000 113 15.667 12.000 0.003 Pf- O.D39 FR13 15.667 q= 0.000 1.25 1T=6.617 38.667 Pt= 20.575Mat�-ATHREAD" 116 0= 46.310 1.406 6.617 C=120 Pe= 0.000 114 15.667 45.263 0.147 Pf- 6.644 114 15.667 5.6 q= 26.225 1.25 12.000 Pt= 21.931MatJ-ATHREAD" 117 0- 20.085 1.406 0.000 C=120 Pe= 0.000 113 15.667 12.000 0.031 Pf- 0.375 Material Codes Pipe Material Fittinas PVC - PVC C900 Pressure Class 150 C - Check Valve 510 - Schedule 10 Steel E - Standard 90 degree elbow S40 - Schedule 40 Steel G - Gate Valve CDI52 - Cement Lined Ductile Iron Thickness Class 52 T - Tee - Flow turn 90 degrees ATHREAD - Allied ❑yna-Thread Steel report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.ignaosinc.com Hydraulic Calculations for Project: Aldi Food Market # 68 7"01 Highway 111 La Quinta, CA 92253 Drawing no.: 15034 Date: 11 /17/2015 Remote area number: Remote area location: Occupancy classification: Density: Area of application: Coverage per sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In rack demand: Hose streams: Total water required (including hose streams): Total water required at base of system riser: Type of system: volume of dry or preaction system: Contractor: Name of designer: Authority having jurisdiction: 2 Tower 3 light hazard 0.10 gpmisf 1500 sf (ENTIRE AREA) 130 sf ssu sc sr 5.6k intermediate temp 9 na 100 gpm outside + 0 inside 262.51 gpm at 75.6 psi [ 5.93 psi safety margin ] 162.51 gpm at 66.3 psi wet pipe na Water supply information Date. 11-2 2015 Location: Simon Dr Source: city water main RBM Fire Protection, Inc. 23597 Ancash Court Perris, CA 92507 C-16,840414 (951) 657-8899 Richard Meadows Riverside County Fire Department Static and residual pressures reduced by 10% 11 /17/2015 10 75 60 P S 1 45 30 15 11 Hydraulic Demand Graj2h (A) E; ;(C) ) �E F 050 100 150 200 250 300 350 GPM report created by the "Simple Hydraulic Calculator" version 2.3.4 From www.ignousine.com Page 2 Water Source: A) 81.6 psi Static B) 350 gpm at 81.48 psi Source at BOR: C) 71.58 psi Static D)162.5 gpm at 72.23 psi E) 350 gpm at 74.25 psi Demand at BOR: F)162.5 gpm at 66.3 psi 11 /17/2015 Supply Analysis Static Residual Available Node at Pressure pressure flow Pressure [PSI] [Psi] I9Pm1 111611 Total Required Demand Pressure [gig] [Ps4 SRC 81.6 77.2 2500.0 81.53 262.51 75.6 Node Analysis Made Tag Elev IN Type Pressure [psi] Req Disch I9Pm] Discharge I9Pm] SRG -3.000 source 75.598 -262.506 TAP -3.000 xef 75.598 0,000 01 -3.000 ref 75.321 0.000 BF1 2.000 ref 73.104 0.000 BF2 2.000 ref 65.974 0.000 U2 -3.000 ref 66.087 01000 FH -3.000 ref 61.979 100.000 100.000 U3 -3.000 ref 67,844 O.00O BOR 01500 ref 66.297 0.000 TOR 14.667 ref 56.508 0.000 UT 24.667 ref 56.097 0.000 N1 14.667 ref 56.050 0.000 N2 14.667 ref 56.054 0.000 N3 14.667 ref 55.733 0.000 N4 14.667 ref 55.620 0.000 N5 14.667 ref 55.533 0.000 N6 14.667 ref 55.481 0.000 N7 14.667 ref 55.436 0.000 N8 14.667 ref 55.395 0,000 N9 14.667 ref 55.3b7 0.000 N10 14.667 ref 55.349 0.000 N11 14.667 ref 55.338 0.000 N12 19.667 ter 55.333 0.000 N13 14.667 ref 55.332 0.000 F1 14.667 ref 52.185 0.000 F2 14.667 ref 52.569 0.000 F3 14.667 ref 53.011 0.000 F4 14.667 ref 53.359 0.000 F5 14.667 ref 53.577 0.000 F6 14.667 ref 53.723 0.000 F7 14.667 ref 53.849 0.000 F8 14.667 ref 53.964 0.000 F9 14.667 ref 54.043 0.000 F10 14.667 ref 54.095 0.000 F11 14.667 ref 54.125 0.000 F12 14.667 ref 54.139 0.000 F13 14.667 ref 54.142 0.000 HT 14.667 ref 52.184 0.000 RT 22.500 ref 17.728 0.000 Ti 22.500 ref 15.768 0.000 =2 22.500 ref 8.373 0.000 T3 22.500 ref 6.869 0.000 201 15.667 K=5.60 16.883 14.820 23.010 202 15.667 K-5.60 14.731 14.820 21.493 203 15.66,7 K-5.60 13.538 14.820 20.605 204 15-667 K-5.60 10.179 14.820 17.856 205 15.667 K=5.60 8.844 14.820 16.653 206 15.667 K=5.60 8.102 14.820 15.939 Page 3 Node Tag Elev Iftl Type Pressure Req Disch [Psi] Igpm] Discharge Igpm] 207 15.667 K=5.60 B.817 14.820 16.629 208 15.667 K-5.60 1.652 14.B20 15.491 209 15.667 K-5.60 7.004 14.820 14.820 NR1 15.667 ref 55.403 0.000 NR2 15.667 ref 55.436 0.000 NR3 15.667 ref 55.156 0.000 NR4 15.667 ref 55.058 0.000 NR5 15.667 ref 54.996 0.000 NR6 15.667 ref 54.955 0.000 NR7 15.667 ref 54.919 0.000 NR8 15.667 ref 54.887 0.000 NR9 15.667 ref 54.864 0.000 NR10 15.667 ref 54.850 0.000 NR11 15,667 ref 54.841 0.000 NR12 15.667 rat 54.837 0.000 NR13 15.667 ref 54.836 0.000 FR1 15,661 ref 51.787 0.000 FR2 15.667 ref 52.320 0.000 FR3 15,661 rer 52.722 0.000 FR4 15.667 ref 53.045 0.000 F1R5 15.667 ref 53.247 0.000 FR6 15.667 ref 53.383 0.000 FR7 15.667 ref 53.500 0.000 FR8 15.667 ref 53.006 0.000 FR9 15.667 ref 53.680 0.000 FR10 15.667 ter 53.728 0.000 FR11 15.667 ref 53.756 0.000 FR12 15.667 ref 53.769 0.000 FR13 15.667 ref 53.772 0.000 report created 6y the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 4 Pipe Information negative pipe flow (0) indicates flow is from node 2 towards node 1 Node t Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elaw (Pe) Node 2 [ft] K factor [gpm] [in] [it] T [ft] psllft frict (Pf) Notes SRC -3.000 q=-262.506 12 1.000 Pt= 75.598 MatJ'CDI52" Q- 262.506 12.34 0.000 C=140 Pe= 0.000 TAP -3.000 1.000 0 Pf- 0.000 TAP -3.000 q- 0.000 6 1T-43.037 67.000 Pt= 75.598 MatJ'CD152" 2 Q- 262.506 6.16 1G=4.304 67.425 C=140 Pe= 0.000 U1 -3.000 1E=20.084 134.425 0.002 Pf- 0.278 U1 -3.000 q= 0.000 6 1E=20.084 5.000 Pt- 75.321 Matt CDI52" 3 Q= 262.506 6.16 20.084 C-140 Pe- 2.165 BF1 2.000 25.084 0.002 Pf= 0.052 BF1 2.000 q- 0.000 6 1E=20.064 5.000 Pt- 73.104 RPDA 4 Q= 262.506 6.16 20.084 C-140 Pe- 0.000 Mat="CD152" BF2 2.000 25.084 0.002 Ff- 0.052Pdev7.08 Psi BF2 2.000 q= 0.000 6 lE 20.084 5.000 Pt- 65.914 MatJ'CDI52" 5 Q- 262.506 6.16 20.084 C=140 Pea -2.165 U2 -3.000 25.084 0.002 Pf= 0.052 D2 -3.000 q= 0.000 6 1T=!5.881 10.000 Pt= 68.087 Mat --"PVC` 6 Q= 262.506 6.08 45.661 C=150 Pe- 0.000 FH -3.000 55.881 0.002 Pf- 0.108 FB -3.000 q= 100,000 6 2G=9.176 90.000 Pt- 67.979 100GPM EASE 7 Q= 162.506 6.08 1C=48.939 79.526 C=150 Pe= 0.000 Mat -'PVC" U3 -3.000 1E=21.411 169.526 0.001 Pf= 0.135 U3 -3.000 q= 0.000 6 1E=14.000 12,000 Pt- 67.844 MatJ`S40" 8 Q= 162.506 6.065 14,000 C-120 Pe- 1.515 BOR 0.500 2-6,000 M G1 Pf= 0.032 BOR 0.500 q= 0.000 3 lE--9.406 13.500 Pt- 66.297 FLOW SW 10 Q= I62.506 3.26 9.408 C-120 Pe= 6.234 MatJ'S10" TOR 14.667 22.908 0.025 Pf- 0,575 Pdev 3.0 psi TOR 14.667 q= 0.000 3 19.583 Pt- 56,588 Mat �-S10" 11 Q= 162.506 3.26 0.000 C-120 Pe- 0.000 NT 14.667 19,583 0.025 Pf= 0.491 NT 14.667 q= 0.000 3 1T-20.159 7.000 Pt- 56.097 Mat==�'S10" 12 Q- 36.426 3.26 20.159 C=120 Pe- 0.000 N2 14.557 27.159 0.002 Pf= 0.043 N2 14.667 q- 0.000 3 8.000 Pt- 56.054 MatJ1S10" 13 Q- 18.945 3.26 0.000 C=120 Pe= 0.000 N1 14.667 8.000 0.000 Pf= 0.004 NT 14.667 q= 0.000 3 1T-20.159 3.000 Pt- 56.097 Mat-"S10" 14 Q- 126.080 3.26 20.159 C=120 Pe- 0.000 N3 14.667 23,159 0.016 Pf= 0.363 N3 14.667 q= 0.000 3 10.000 Pt- 55.733 Mat�,'S10" 15 Q- 110.784 3.26 0.000 C-120 Pe- 0.000 N4 1-4.667 10.000 0.0i2 Pf= 0.123 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igrieusine.com 11117/2015 Page 5 Pine Information. cant Node f Discharge Mom Fittings L [ft] total (Pt) Pipe Elev & Flow Ld. num $ length F [ft] C factor elev (Pe) Node 2 [ft] IC -factor [gpm] [in] IN T [ft] psilft frict (PO Notes N4 14.567 q= 0.000 3 8.000 Pt- 55.610 Mat-"S10" 16 Q= 96.982 3.26 0.000 C=120 Pe- 0.000 N5 14_667 8.000 0,01 P£= 0.077 N5 14.667 q- 0.000 3 7.000 Pt- 55,533 MatJ'S10" 17 QL 84.169 3.26 0.000 C=120 Pe- 0.000 N6 14.'567 7.000 0.007 Pf= 0.052 N6 14.667 q= 0.000 3 8.000 Pt= 55.481 Mat-'S10" 18 Q- 72.115 3.26 0.000 C=120 Pe= 0.000 N7 14.667 8.000 0.006 Pf- 0.045 N7 A.667 q= 0.000 3 10.000 Pt= 55.436 MatJ'S10" 19 0- 60.690 3.26 0.000 C=120 Pe= 0.000 N8 14.667 10.000 0.004 Pf- 0.041 N8 A .667 q= 0.000 3 10.000 Pt= 55.395 Mat�-S10" 20 Q= 49.882 3.26 0.000 C=120 Pe= 0.000 N9 14.667 10.000 0.003 Pf- 0.028 N9 14.667 q= 0.000 3 10.000 Ft- 55.367 Mat-d'S10" 21 Q- 39.522 3.26 0.000 C-120 Pe- 0,000 N10 14.667 10.000 0.002 Pf= 0.018 N10 14.667 q- 0.000 3 10.000 Pt= 55.349 Matm-11S10" 22 0- 29.461 3.26 0.000 C-120 Pe- 0.000 N11 14.667 10.000 0.001 Pf- 0.011 N11 14.667 q= 0.000 3 10.000 Pt- 55.338 Mat1'S10" 23 Q= 19.578 3.26 0.000 C=120 Pe- 0.000 N12 14.667 10.60D 0.001 Pf- 0.005 N12 14.667 q- 0.000 3 8.000 Pt= 55.333 Mat�-S10" 24 Q= 9.780 3.26 0.000 C-120 Pe= 0.000 N13 14.667 8.000 0.000 Pf- 0.001 F1 14.667 q= 0.000 2.5 1.167 Pt= 52.185 Mat�'S10" 30 Q= 7.119 2.635 0.000 C-120 Pe= 0.000 HT 14.667 1.167 0.000 Pf- 0.000 F2 14.667 q= 0.000 2.5 6.833 Pt= 52.569 Mat=:`S10" 30A Q- 143.561 2.635 0.000 C=120 Pe= 0.000 HT 14.661 6.833 0.056 Pf= 0.384 F3 14.667 q= 0.000 2.5 10.000 Pt- 53.011 Maty11S10" 31 Q- 126.080 2,635 0.000 C-120 Pe= 0,000 F2 14.667 10.000 0.044 Pf= D.442 F4 14.661 q= 0.000 2.5 10.000 Pt- 53.359 Mat-"S10" 32 Q= 110.784 2.635 0.000 C-120 Pe= 0.000 F3 14.667 10.000 0.035 Pf= 0.348 F5 14.667 q= 0.000 2.5 8.000 Ft- 53.577 Mat-O'S10" 33 Q= 96.982 2.635 0.000 C-120 Pe- 0.000 F4 14.667 6.000 0.027 Pf- 0.218 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 6 Roe Information. cant Node 9 Discharge Nam Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] IQ -factor [gpm] [in] [ft] T [ft] psitft frict (Pf) Notes F6 14.661 q- D.000 2.5 7.000 Pt= 53.723 Mat-S10" 34 Q- 64.189 2.635 0.000 C=120 Fe= 0.000 F5 14_667 7.000 0.021 Pf- 0.147 F7 14.667 q= 0.000 2.5 S.000 Pt- 53.849 Mat-0'510" 35 0- 72.1i5 2.635 0.000 C=120 Qe- 0.000 F6 14.667 8-000 0.016 Pf- 0.126 F8 14.667 q- 0.000 2.5 10.000 Pt= 53.964 Mat="S10" 36 Q- 60.690 2.635 0.000 C-120 Pe= 0.000 F1 A.667 10.000 0.011 Pf= 0.114 F9 14.667 q= 0.000 2.5 10.000 Pt- 54.043 Mat�'S1O" 37 4= 49.682 2.635 0.000 C-120 Pe- 0.000 F8 14.667 10.000 0.008 Ff= 0.080 F10 14.667 q= 0.000 2.5 10.000 Pt= 54.095 Mat='510" 38 0- 39.522 2.635 0.060 C=120 Pe- 0.000 F9 14.667 10.000 0.005 Pf= 0.052 F11 14.667 q- 0.000 2.5 10.000 Pt- 54.125 Mat='S10" 39 Q= 29.461 2.635 0.000 C=120 Pe= 0.000 F10 14.667 10.000 0.003 Pf= 0.030 F12 14.667 q= 0.000 2.5 10.000 Pt- 54.139 MatJ'S10" 40 Q- 19.578 2.635 0.000 C=120 Pe- 0.000 F11 14.667 10.000 0.001 Pf- 0.014 F13 14.667 q= 0.000 2.5 8.000 Pt= 54.142 MatJPS10" 41 Q- 9.780 2.635 0.000 C =20 Pe= 0.000 F12 14.667 8.000 0.000 Pf= 0.003 N1 14.667 q= 0.000 1.25 LT-6.617 1,000 Pt= 56.05OMat�'ATHREAW 50 Q- 18.945 1.408 6.611 C-120 Pe- 0.433 NR1 15.667 7.617 0.028 Pf= 0.214 N2 14.661 q= 0.000 1.25 1T=6.6:7 1.000 Pt- 56.054Mat-P'ATHREAD" 51 Q= 17.481 1.408 6.617 C-120 Pe= 0.433 NR2 15.667 7,627 0,024 Pf= 0,1B4 N3 14.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 55.733Mat-'ATHREAD" 52 0= 15.297 1.408 6.617 C-120 Pe- 0.433 NR3 15.667 7.617 0.019 Pf= 0.144 N4 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 55.610Mat= ATHREAD" 53 Q- 13,602 1.408 6.617 C=120 Pe= 0.433 NR4 15.667 7.617 0.016 Pf- 0.119 NS 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 55.533MatJ'ATHREAD" 54 Q- 12.793 1.408 6.617 C=120 Pe- 0.433 NR5 15.667 7.617 0.014 Pf= 0.103 N6 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 55.4BIMat11ATHREAD" 55 ¢= 12.073 1.408 6.617 C=120 Pe= 0.433 NR6 15.667 7.6=7 0.012 Ff= 0.093 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.corn 11 /17/2015 Page 7 Pipe Information, Cont. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow I.d. num & length F [ft] C factor elerr tPe) Node 2 [ft] IC -factor [gpm] [in] [ft] T [ft] psitft frict (Pf) Notes N7 14.667 q- 0.000 1.25 1T--43.617 1.000 Pt= 55.436Mat�'ATHREAD" 56 Q- 11.425 1.406 6.617 C=120 Fe= 0.433 NR7 15.667 7.617 0.011 Pf- 0.084 N8 14.667 q= 0.000 1.25 1T-6.617 1AM Pt= 35.395Matw="ATHREAD" 57 Q= 10.808 1.408 6.617 C=120 Pe= 0.433 NR8 15.667 7.617 0.01 Pf= 0.076 N9 14.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 55.367MatJ'ATHREAD" 58 Q= 10.361 1.408 6.617 C-120 Pe- 0.433 NR9 15.667 7.617 0.009 Pf- 0.070 N10 14.667 q= 0.000 1.25 1T=6.617 1.000 Ft= 55.349MatJ'ATHREAD" 59 Q= 10.061 1.408 6.611 C-i20 Pe- 0.433 NR10 15.667 7.617 0.009 Pf- D.066 N11 '4.667 q= 0.000 1.25 1T=6.617 1.000 Pt- 55.338Mat=?'ATHRFA1Y' 60 0= 9.883 1.406 6.617 C=120 Pe- 0.433 NR11 15.667 7.617 0.008 Pf= 0.064 N12 14.667 q= 0.000 1.25 LT-6.617 1.000 Pt- 55.333Mat='ATHREAD" 61 Q- 9.798 1.108 6.617 C=120 Pe= 0.433 NR12 15.667 7,617 0,008 Pf= 0.063 N13 14.667 q= 0.000 1.25 1T=6.617 1.000 Pt- 55. 332 Mat-"ATHREAD" 62 Q= 9.780 1.408 6.617 C=120 Pe= 0.433 NR13 15.667 7.617 0.008 Pf= 0.063 FR1 15.667 q= 0.000 1.25 1T-6.617 1.000 Pt- 51.787MatJ'ATHREAD" 70 Q 7.119 1.409 6.617 C-120 Pe= -0.433 F1 14.667 7.617 0.005 Pf= 0.035 FR2 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt- 52. 32 0 Mat-J'ATHREAD" 71 Q= 17.481 1.408 6.617 C-120 Pe- -0.433 F2 14.667 7.617 0.024 Pf= 0,184 FR3 15.667 q- 0.000 1.25 1T=6.617 1.000 Pt- 52.722Mat-d'ATHREAD" 72 Q- 15.297 1.408 6.617 C-120 Pe= -0.433 F3 14.667 7.617 0.019 Ff= 0.144 FR4 15.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 53.04514at= ATHREAD" 73 12- 11.902 1.408 6.611 C-120 Pe= -0.433 F4 14.667 7.617 0.016 Ff= 0.119 FR5 15.667 q= 0.000 1.25 1T---6.617 1.000 Pt- 53.24-7Mat--'ATHREAD" 74 Q= 12.793 1.40E 6.617 C=120 Pe- -0.433 F5 14.667 7.617 0.014 Pf= 0.103 FR6 15.667 q- 0.000 1.25 1T-6.617 1.000 Pt- 53.383MatJ'ATHREAD" 75 Q- 12.073 1.408 6.617 C=120 Pe- -0.433 F6 14.667 7.617 0.012 Pf= 0.093 FR7 15.667 q= 0.000 1.25 1T-6.617 1.000 Pt= 53.500Mat='ATHREAD" 76 Q= 11.425 1.408 6.617 C=120 Pe= -0.433 F7 14.667 7.617 D.011 Pf= 0.084 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11/17/2015 Page 8 Pipe Information, coat. Node t Discharge Nom Fittings L [ft] total (Pt} Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K factor [gpm] [in] [ft] T [ft] psifft frict (Pf) Notes FRS 15.667 q= 0.000 1.25 1T-6.6i7 1.000 Pt- 53.606Mat-'ATHREAD" 77 ¢= 10.808 1.40E 6.611 C-120 Pe- -0.433 FB 14.667 7.617 0.01 Pf= 0.076 FR9 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 53.680Mat�'ATHREAD" 78 Q= 10.361 1.408 6.617 C=120 Pe= -0.433 F9 14.667 7.617 0.009 Pf- 0.070 FR10 15.667 q= 0.000 1.25 17=6.617 1.D00 Pt= 53.728Mat='ATHREAD" 79 Q= 10.061 1.406 6.617 C=120 Pe- -0.433 F10 14.667 7.617 0.009 Pf- 0.066 FR11 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 53.756MatJ'ATHREAA" 80 0= 9.883 1.408 6.617 C-120 Pe- -0.433 F11 14.667 7.617 0.008 Pf- 0.064 FR12 15.667 q= 0.000 1.25 1T=6.617 1.000 Pt= 53.769MatJ'ATHREAD" 81 Q= 9.798 1.408 6.611 C=120 Pe- -0.433 F12 1-4.667 7.617 0.00E Pf= 0.063 FR13 15.667 q= D.000 1.25 1T=6.617 1.000 Pt= 53.772Natmg'ATHREAD" 82 Q= 9.780 1.408 6.611 C-120 Pe- -0.433 F13 14.667 7.617 0.008 Pf- 0.063 NR1 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 55.403Mat="ATHREAD" 90 Q- 18.945 1.408 13.233 C-120 Pe- 0.000 FR1 15.667 128.817 0.028 Pf- 3.617 NR2 15_667 q= 0.000 1.25 2T=13.233 115.583 Pt= 55.436Mat�j'ATHREAD" 91 Q- 17.481 1.406 13.233 C=120 Pe= 0.000 FR2 15.667 128.817 0.024 Pf= 3,117 NR3 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt= 55.156MatJPATHREAD" 92 12- 15.297 1.406 13.233 C=120 Pe- 0.000 FR3 15.667 128.817 0.019 Pf- 2.435 NR4 15.667 q- 0.000 1.25 2T-13.233 115.583 Pt- 55. 056 Vat-J'ATHREAD" 93 0- 13.802 1.408 13.233 C-120 Pe- 0.000 FR4 15.667 128.817 0.016 Pf= 2.013 NR5 15.667 q= 0.000 1.25 2T=13.233 11-5.583 Pt= 54.996MatJ'ATHREAD1' 94 Q- 12.793 1.408 13.233 C-120 Pe- 0.000 FR5 15.667 128.817 0.014 Pf- 1.749 NR6 15.667 q= 0.000 1.25 27=13.233 115-583 Pt= 54.955MatJ'AT1iREAD" 95 Q= 12.073 1.408 13.233 C-i20 Pe- 0.000 FR6 15.667 128.817 0.012 Pf- 1.571 NR7 15.667 q= 0.000 1.25 2T=13.233 115.583 Pt- 54.919Mat-'ATHREAD" 96 Q= 11.425 1.408 13.233 C-120 Pe- 0.000 FR7 15.667 128.817 0.011 Pf= 1.419 NRB 15.667 q- 0.000 1.25 2T=13.233 115.583 Pt= 54.887Mat=OATHREAD" 97 Q= 10.808 1.408 13.233 C-120 Pe- 0.000 FRB 15.667 128.817 0.01 Pf= 1.280 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.ignousinc.oam 11117/2015 Page 9 Pioe Information. cont Node 4 Discharge Nom Fittings L [ft] total (Pt) Pipe Elegy► & Flow I.d. num $ length F [ft] C factor elev (Pe) Node 2 [ft] Mactor [gpm] [In] [ft] T [ft] psilft frict (Pf) Notes NR9 15.667 q= 0.000 1.25 27-13.233 115.583 Pt- 54.864Matm�'ATHREAD" 98 Q= 10.361 1.408 13.233 C=120 Pe- 0.000 FR9 i5.667 128.817 0.009 Pf= 1.184 NR10 15.667 q= 0.DDO 1.25 2T=13.233 1 5.583 Pt- 54.850Mat-PATHREAn" 99 Q= 10.061 1.408 13.233 C-120 Pe- 0.000 FR10 15.667 128.817 0.009 Pf- 1.121 NRll 15.667 q= D.000 1.25 2T=13.233 115,583 Pt= 54.841Mat-O'ATHREAD" 100 Q= 9.883 1.408 13.233 C-120 Fe- 0.000 FR11 15.667 128.817 0.006 Ff- 1.085 NR12 15.667 q- O.ODO 1.25 2T=13.233 115.583 Pt= 54.837 Mat="ATHREAD" 1D1 9= 9.798 1.408 13.233 C=120 Pe= 0.000 FR12 15.667 128.817 0.008 FE= 1.066 NR13 15.667 q= 0.000 1.25 2T=13.233 11-5.583 Pt= 54.836Nat1 ATHREAD" 1D2 9.780 1.408 13.233 C-120 Fe- 0.000 FR13 15.667 128.817 0.00E Pf- 1.065 FR1 15.667 q= 0.000 1.25 3.000 Pt= 51.787 Matt-ATHREAD" 103 11.826 1.408 0.000 C-120 Pe- -0.433 HT 14.667 3.000 0.012 Pf- 0.035 HT 14.567 q- ❑.000 1.25 1T---6.617 10.833 Ft= 52.184Mat='ATEREAD" 110 Q= 162.506 1.406 lE-3.308 9.925 C-120 Pe- 3.392 RT 22.500 20.758 1.496 Pf- 31.064 RT 22.500 q= 0.000 1.25 1T--G.617 0.500 Pt= 17.728Matm?'ATHREAD" ill Q- 65.108 1.408 6.617 C=120 Pe- 0.000 T1 22.500 7.117 0.276 Pf- 1.961 RT 22.500 q= 0.000 1.25 1T-6.617 9.500 Pt= 17,728Mat-O'ATHREAD" 112 0- 97.398 1.408 6.617 C=120 Pe= 0.000 T2 22.500 16.117 0.58 Pf- 9.355 T2 22.500 q= 0.000 1.25 10.000 Pt= 8.373Mat�-ATHREAD" 113 Q- 46.940 1.408 0.000 C=120 Fe= 0.000 T3 22.500 10.000 0.15 Pf- 1.504 T1 22,500 q= 0.000 1 1T=5.762 6.833 Pt= 15.768Mat�11ATHREAD" 120 0- 23.010 1.08 5.752 C=120 Pe= -2.959 201 15.667 12.595 0.146 Pf= 1.843 T1 22.500 q= 0.000 1 lT=5.762 3.167 Pt- 15 . 7 6 8 Mat -"AT HREAD" 121 Q- 42.098 1.08 5.762 C-120 Pe- -2.959 202 15.567 8.929 0.447 Pf= 3.995 202 15.667 5.6 q- 21.493 1 10.000 Pt= 14.732Mat�-ATHREAD" 122 Q- 20.605 1.08 0.000 C-120 Fe- 0.000 203 15.667 10.00D 0.119 Pf- 1.193 T2 22.500 q= 0.000 1 1T=5.762 6.833 Pt= 8.373MatJ'ATHREAD" 123 Q= 17.666 1.08 5.762 C-120 Pe= -2.959 204 15.667 12.595 0.092 Pf- 1.154 report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com 11 /17/2015 Page 10 Pine Information. cons. Node 1 Discharge Mom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ftj Kdactor [gpm] [in] [ft] T [ft] psifft friet (Pf) Motes T2 22.500 q= 0.000 _ 1T=5.762 3.167 Pt= 8.373 Mat-'ATHREAD" 124 4= 32.593 1.08 5.762 C-120 Pe- -2.959 205 15.667 0.929 0.279 Pf- 2,469 205 15.667 5.6 q= 16.653 1 i0.000 Pt= 8.844Mat=!`ATHREAD" 125 4= 15.939 1.08 0.000 C-120 Pe= 0.000 206 15.667 10.000 0.074 Pf= 0.742 T3 22.500 q- 0.000 1 1T=5.762 6.833 Pt- 6.869 Matte ATHREAD" 126 4- 16.629 1.08 5.762 C-120 Pe- -2.959 207 15.667 12.595 0.08 Pf= 1.011 T3 22.500 q- 0.000 1 1T=5.762 3.167 Pt- 6.869Mat-'ATHREAD" 127 0= 30.311 1.08 5.762 C-120 Pe- -2.959 208 15.667 6.929 0.244 Pf= 2.176 208 15.667 5.6 q- 15.491 1 10.000 Pt= 7.652MatJ'ATHREAD" 128 0- 14.820 1.08 0.000 C=120 Pe- 0.000 209 15.667 10.000 0.065 Pf= 0.649 Material Odes PVC - PVC C900 Pressure Class 150 C - Check Valve S10 - Schedule 10 Steel E - Standard 90 degree elbow S40 - Schedule 40 Steel G - Gate Valve CDI52 - Cement Lined Ductile Iron Thickness Class 52 T - Tee - Fkow turn 90 degrees ATHREAD - Allied Dyna-Thread Steel report created by the "Simple Hydraulic Calculator" version 2.3A from www.igneusinc.00m Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: Moorefield Construction Date. 11-2-IS Address: SOD N. Tustin Ave l#210 APN: Santa Ana, CA, 92705 Req. Fire Flow: gpm at 20psi for hours. Contact Name: Vance Dietz Project Name: Aldi SuperMarket- Simon Dr and Washington & Hwy 111 Phone: 702-595-2751 Email: vdietx@moorefieldconstruction.coin Cell: Domestic Water System Simon Drive- Off Washington & Hwy 111 flow Analysis Location: Model information Flow Analysis Description L11,11' Requested ■ Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): 79.84 79.84 79.84 79.94 None system flow available without Steady State, Dynamic (psi): 90.65 90.65 90.65 90.65 Residual Pressure (psi): 85.78 83.94 83.02 82,58 1 1 1 exceeding CVWD's Fire Flow Tested (gpm): 2,500 3,500 4,000 4,250 N/A Combined Total: N/A criteria. Tested Model Junction: J1776 Duration: 3hours Demand Conditions: ESP Peak Day Demand (PDD) Reservoir No./Level (s): Res6630-1/SL24.20'/24.f0'/24.02'/24.02'/24.00' Pumps Operating Nc's: Pumps On Pressure Zone and HGL: Lower La auinta Pressure Zone (HGL 235') Model: I ESP 2015 Domestic Water Hydraulic Model (24hr) Comments: Four domestic water hydraulic model runs were conducted at the requested location with an existing 1.2-inch and 18-Inch pipelines. The domestic water system is capable of providing 4,250gpm for hours at a minimum pressure of 20psi that satisfies CVWD's min lmum pressure, velocity and/or head loss criteria's. This simulated system flow analysis may not include all facilities that maybe required for this development/project. In addition, future project phases may affect the results. Please check with Development Service for further Information on all required facilities. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backilow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760 3 8-2661, ext. 2221. Completed 8 G. G it * Date: �4 Page 1 of t fNG DS-016 M(8/31/15) OWW LU I D UW97 FVFWS .)UM Mary KepOn MUSGS Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.71560N, 116.29396°W Site Sail Classification Site Class D - "Stiff Soil" Risk Category 1 IIIIII 12 it 1 Rancho Mirage mapauest USGS-Provided Output SS = 1.565 g S, = 0.740 g ?�S Palm Desert` Hghv:ay 111 (0? Indio db N0q'IH 0 ERICA IV 02015 MapQuess Some 4132a 02015 "up SMS = 1.565 g S1* = 1.043 g SM, = 1.110 g Sol = 0.740 g 0 MapQaest For information on how the S5 and SI values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1,74 1.6a 1-4d 1.20 1.12 0.36 rM 0.80 0.64 0.48 0.3"t 0.16 0.00 0.00 0.20 0,40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 100 Period, T Uac) Design Response Spectrum 1.14 0.99 0.88 0.77 QI 0.66 V 0.ss 0, 44 0.33 __ 0.22 0,11 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1-40 1.90 1.20 2.00 Period. T (sac) For PGAM, TU CRV and CRY values, please view Lhe Oetailed report. Although this information is a product ofthe U.S. Geological Survey, we provide no warranty, expressed or implied, as to the http)lehpl-earthquake-cr.mp.gov/designmapsluslsummary.php'templa6-mInimai&abbxiw-33.715SMongitL de=-i16,2939k%siWass-3&riskcategory--0... 102 tqc� Fire Protection Products Worldwide www.tyco-fire.com Contacts Series TY-B - 2.8, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Descr0 Lion TYCO Series TY-B, 2.8. 5.6, and 8.0 K-factor, Upright and Pendent Sprin- Iders described in this technical data sheet are standard response, standard coverage decorative 6 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, commer- cial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The recessed version of the Series TY-B Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10 (112 inch NPT) or Style 40 (3f4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 112 inch (12,7 mm) of recessed adjustment or up to 314 inch (19,1 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of IMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause Me sprinkler to fail to operate in a fire situation or cause it to operate prematur*. Page 1 of 8 ambient temperature, concentration of chemicals, and gaslchemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-13 Pendent Sprinkler can be obtained by utilizing the Series TY-B Pendent Sprinkler in combination with the Model S2 Shield. '® The Series TY-B Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any otherauthodties having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contract the installing contractor or product manufacturer with any questions. Sprinkler Identification Numbers (SINS) TY1151 - Upright 2.81K, 1f2"NPT TY1251 - Pendent 2.81K, 112"NPT TY3151 - Upright 5.8K, 112-NPT TY3251- Pendent 5.61K, 1/2-NPT TY4151 - Upright 8.01K, 3/4-NPT TY4251 - Pendent 8.01K, 314"NPT TY4851- Upright 8.01K,1/2-NPT TY4951 - Pendent 8.OK, 112" NPT NOVEMBER 2014 TFP131 TFP151 Page 2 of 8 CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 7 3 - Sealing 6 - Deflector Assembly 7 -Bushing 7 1 4 - Bulb 7/16" 2-114" 3 [11,1 mm) (57,2 mm) NOMINAL MAKE -IN 2 * Temperature rating is indicated on Deflector. 2-3116" 1-9116" (55,8 mm) 1 (39,7 mm) 4 5 ** Pipe thread connections ' per ISO 7-1 can be on special provided 1/2" NPT** i WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 1 SERIES TY-8 UPRIGHT (TY1151) AND PENDENT (rY1251) SPRINKLERS 2.8 K-FACTOR, 1121NCH NPT, STANDARD RESPONSE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE 7/16" (11,1 Mm) NOMINAL 2-3116" MAKE -IN (55,6 mm) 2-3116" 1-1/2" (55,6 mm) 1 - Frame 3 - Sealing 5 - Compression 2 - Sutton Assembly Screw 4 - Bulb 6 - Deflector* V2" NPT** I WRENCH STYLE 10 I� 2-718' (73,0 mm) DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 SERIFS TY-B UPRIGHT (TY8151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT, STANDARD RESPONSE TFP 161 Page 3 of 8 * Temperature rating ** Pipe thread connections per Is Indicated on 150 7-1 can be provided on Deflector, special request. 1 - Frame 3 - Sealing 5 - Compression ESCUTCHEON 2 - Button Assembly Screw PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1/2" ' (12.7 mm) NOMINAL 2-5/16` MAKE -IN (58,7 mm) 2-1/4` (57,2 mm) 1-9116" (39.7 mmj 314" NPT** WRENCH STYLE 40 I= 2-718" (73,0 mm) DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT FIGURE 3 SERIES ty-9 UPRIGHT (TY4151j AND PENDENT (TY4251) SPRINKLERS 8.0 K-FACTOR, 3141NCH NPT, STANDARD RESPONSE CROSS SECTION CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 Sealing 6 Deflector* Assembly 3 4 - Bulb 7/16" 2-1/4" (11,1 mm) (57,2 mm) 2 NOMINAL 1 { *Temperature rating is MAKE -IN j 2-3/16" 1-g116" 4 indicated on deflector. utL (55.6 mm) (39,7 mm) 5 ** Pipe thread connections per ISO 7-1 can be & ` provided on special 1/2" NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTJON FIGURE 4 SERIES TY-B UPRIGHT (TY4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K-FACTOR, 112 INCH NP7, STANDARD RESPONSE TFP151 Page 4 of 8 K SPRINKLER TYPE TEMPERATURE RATING BULB LIQUID COLOR SPRINKLER FINISH (a) NATURAL CHROME POLYESTER' BRASS PLATED LEAD WAX COATED COATED WAX-OVER-LEAD COATED 135°F (57°C) Orange 155'F (68°C) Red UPRIGHT 2 8 NPT and (T and PENDENT {TY1251j 1, 2, 3 NIA 175°F (79°G) Yellow 200°F (93'C) Green 286°F (141°C) Blue Figure 1 360°F (182°C) Mauve 1,2 135°F (57°C) Orange 155°F (68°0) Red 5.6 112' UPRIGHT (TY3151) and PENDENT (TY3251) Figure 2 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 1, 2, 3, 5 1, 2, 3, 5 175°F (79'C] Yellow 200°F (93°C) Green 286°F (141°C) Blue 1" 2", 3" 5" 360°F (182°0) Mauve NIA NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY3251)* 1, 2, 3, 4, 5 NIA 175°F (79°C) Yellow 200°F (93°C) Green Figure 5 286°F (141°C) Blue 1,2 135°F (57°C) Orange 155°F (68°C} Red s.o 314- UPRIGHT (Tend1, 1j PENDENT (TY4251) Figure 3 1,2,3,4,5.6.7 1, 2, 5 4 3. 5 1, 2, 6 175°F (79°G} Yellow 200°F (93"C) Green 286°F (141'C) Blue 1** 2" 3*' 51, V. 2" 5r1 360°F (182°C} Mauve NIA NPT 1351F (57°C) Orange 155'F (681C) Red RECESSED P(n'4PENT 1, 2, 3, 4, 5 NIA 175°F (79°C) Yellow 200°F (93°C) Green Figure B 286°F (141°C) Blue i, 2 135-F(57'C) Orange 155°F (68'C) Red UPRIGHT 8.0 ill" NPT (TY485i] and PENDENT (TY4951] 1, 2, 3, 4, 5, 6 NIA 175°F 79°C) Yellow 200'F (83°C] Green 286°F (141'C) Blue Figure 4 360'F (182°C) Mauve Notes: 1. Lisied by Urderwritem Laboralorles, inc. (UL) 2. Llsied by Underwriters Leberak)ries, Inc. for use in Canada (C-UL) 3. Approved by FM Global (FM Approvals) 4, ,approved by the Lass Prevention CertlHcation Board {LPCB Ref. No. 0071<f03j S. Approved by the City cl New York under MEA 354-41-E 6, VdS Approved (For dotaft contact Tyco Fire Supprasslon & Bulldirig Products, Enschedo, Neihoriands, ToL 31-53-428-A4441 Fax al-53-428-3377) 7. Approved by die Loss Prevention Certification Board (LPGB Ref. No. GQ�400S) 8. Where Pelyester Coated, Lead Coated, Wax Coated, and Wax -over -Load Coaled Sprinklers are noted to beUL acid C-UL Listed, the sprinklers are UL and C Ut. Listed as Corrosion- RaWstanl Sprinklers. Where Lead Coated, Wax Coated, and Wax -aver -Lead Coated Sprinklamarn notod to be FM Approved, the sprinklers are FM Approve as Corrosion-Resisiard Sprinklers. ' Installed with We 10 (112' NPT) or We 40 W4' N PT) 3/4- Total Adjustment Recessed Esancheon, as applicable " 150°F (WC) maximum ceiling temperature " Frame and deflector only NIA- Not Applicable TABLE A SERIES TY-B UPRIGIITAND PENDENT SPRINKLERS LABORATORY LISTINGS ARID APPROVALS TFP151 Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL I CHROME POLYESTER LEAD WAX WAX -OVER -LEAD BRASS PLATED COATED COATED COATED 2.8 UPRIGHT (TY1151) 1/2' and 175 psi (12,1 bar) N/A NPT PENDENT (TY1251) UPRIGHT (TY3151) and 5.0 PENDENT (TY3251) 250 psi (17,2 bar) (8) 1 /2- OR NPT 175 psi (12,1 bar) RECESSED PENDENT (TY3251) UPRIGHT (TY4151) and 175 psi (12.1 bar) 8.0 PENDENT (TY4251) 3/4' NPT RECESSED PENDENT 175 psi (12,1 bar) NIA (TY4251) 8.0 UPRIGHT (TY4851) 1/2' and 175 psi (12,1 bar) NPT PENDENT(TY4951) Wotee: a The maximum working pressure or 250 psi (17.2 berg only applies io the Listing by Underwriters Laboratories, Inc. (UL), the LlsUng by Underwriters Laboratories, Inc. for use in Canada (C-UL), and the Approval by the City of New York. ' Frarne end deflector only NIA - Not Applicable TABLE B SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE Technical Data Approvals UL and C-UL Listed FM Approved LPCB Approved VdS Approved NYC Approved (Refer to Table A for complete ap- proval information, including corro- sion-resis-tant status.) Maximum Working Pressure Refer to Table S. Discharge Coefficient K=2.8 gpmlpsi112 (40,3 Ipm/bart2) K=5.6 gprn/psi12 (80,6 Ipm/bartf2) K=8,0 gpm/psi1/2 (115,2 iprn/bar112) Temperature Ratings Refer to Table A. Finishes Sprinkler. Refer to Table C. Recessed Escutcheon: Signal or Pure White, ,let Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ....................... Bronze Button... ...............Brass/Copper Sealing Assembly....... Beryllium Nickel w/TEFLON Bulb ......................... Class Compression Screw.. , ......... Bronze Deflector. ... . .. . _ - , . ........ Copper Bushing (K=2.8) ............... Bronze Operation The glass bulb contains a fluld which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Global Loss Prevention Data Sheets). Only the Style 10 or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. TFP151 Page 6 of 8 2-7/8" DIA. 518t1/4" (73,0 mm) 314" (IV mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF i57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1 118" I ' (3,2 mm) l MOUNTING SURFACE - CLOSURE SERIES 1.1/4" (31,8 mm) TY B 3/4" (19,1 mm) FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19.1 mm) " (15,9t6,4 mm) 2-1/4" DIA. 1/4' (6,4 mm) FACE 4F (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1I8' (3,2 mm) I � A" MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-B 13/16" (20,6 mm) FIGURE B SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON &0 K FACTOR, 314 INCH NPT ZE ENCH RECESS -A' USED FOR ' NPT MODELS) WRENCH RECESS (END 'B' USED FOR 3/4' NPT MODELS) FIGURE 7 IN -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 8 W--TYPE 7 RECESSED SPRINKLER WRENCH Installation TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers must be installed In accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135'F (57'C) to 3/32 inch (2,4 mm) for the 360'F (182'C) temperature ratings. A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Obtain a leak -tight 314 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft: lbs. (13,4 to 26,8 Nm). Higher levels of torque may distart the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for Insuf- ficient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. TFP1S1 Page 7 of 8 Upright and Pendent Sprinklers The Series TY-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions: Note. Install pendent sprinklers in the pendent position; instail upright sprin- kkn in the upright position. Step 1. With pipe thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 7). For wax -coated sprinklers, use an 8 or 10 inch adjustable wrench. With reference to Figures 1 through 4, the W-Type 7 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, is to be applied to the sprinkler wrench flats. When installing wax -coated sprinklers with an adjustable wrench, exercise care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment. Open the jaws of the wrench sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprinkler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating when- ever the coating has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 inch diameter steel rod to the damaged areas of wax, to smooth it back over areas where bare metal is exposed. '® Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod shouid be heated only to the point at which it can begin to melt the wax, and appropriate precau- tions need to be taken when handling the heated rod in order to prevent the installer fiom being humeri Recessed Pendent Sprinklers The Series TY-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step A. After installing the Style 10 or 40 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 8). With reference to Figure 3 or 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 10 or 40 Closure over the Series TY-113 Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. Care and Maintenance TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendant Sprin- klers must be maintained and serviced in accordance with this section. Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dust- ing with a feather duster; otherwise, non -operation in the event of a fire or inadvertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brash. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist) slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to Installation Section.) The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TFP1 S1 Page 8of8 PIN 57 - XXX - X - XXX I $IN 530 2.8K UPRIGHT (112-NPT) TY1151 531 2.8K PENDENT (1/2-NPT) TY1251 570 5.6K UPRIGHT (112-NPT) TY3151 571 5.61K PENDENT (W NPT) TY3251 590 8.0K UPRIGHT (314-NFT) TY4151 691 &OK PENDENT W4- NPT) TY4251 560 O.OK UPRIGHT (112-NPT) TY4851 561 8.0K PENDENT (112- NPT) TY4951 Notes Eastern Hemisphere sales only Available In only S.OK,155°F (66'0) or 2co'F (wc); requires lead time to manulaaure Available only for 8.0 K-faclor TY4151 and TY4251 for use in deluge systems {"OPEN" indicates sprinkler assembly without glass bul). button, and sealing assembly) SPRINKLER FINISH 1 NATURAL BRASS 3 PURE WHITE(RALD010)' POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) " POLYESTER 6 WAX COATED 2WF (141 °C) MAX 7 LEAD COATED 8 WAX -OVER -LEAD 286°F (141°C) MAX 9 CHROME PLATED TABLE C SEMES TY-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (PIN). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (speciffA temperature rating, (specify) finish or coating, PIN (Refer to Table C) Recessed Escutcheon Specify: We (1 ❑ or 40) Recessed Escutcheon with (specify) finish, PIN' ' Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, PIN 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, PIN 56-850-4-001 TEMPERATURE RATING 135 135°F (57°C) 155 15WF (6B'C) 175 176-F (79°C) 200 200-F (93-C) 286 286-F(141°C) 360 360-F(182°C) 000 OPEN.. Wax Sticks (for retouching wrench -damaged wax coating) Specify: (specify color, below) Colored Coded Wax Stick for retouching (specify temperature rating) temperature -rated Series TY-B Sprinklers, PM (specify) Black For 1351F (57"C) . , . , , . PIN 56-065-1-135 Red for 155"F (68"C) . ..... PIN 56-065-1-155 Yellow for 17WF (79°C) ..... PIN 56-065-1-175 Blue for 2A0°F (93°C) and 286°F (141°C) ......... PIN 56-065-1-286 Mate. Each wax stick is suitable for retouching up to 25 sprinklers. Note: The wax used for 286°F (141'C) sprinklers is the same as for 200'F(93°C) sprinklers, and, therefore, the2WF(141'C) sprinkler is limited to the same maximum ceding temperature as the 200'F (93*Q sprinkler (i.e., 150'F f66°Cj). GLOBAL HEAMUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright 0 2014 Tyco Fire Products, LP. All rights reserved. tyCo TEFLON is trademark or the OuPant Corporation. rue Profecfipn Products tqco Fire Protection Products Worldwide I wwwtyco-fire.00m Contacts Il Series TY-B - 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Standard Response, Standard Coverage General Description The TYCO Series TY-B, 5.6 K-factor, Horizontal and Vertical Sidewall Sprin- klers described in this technical data sheet are standard response, standard coverage decorative 5 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occupancies such as banks, hotels, and shopping malls. They are designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are commonly used Instead of pendent or upright sprinklers due to aesthetics or building eonstructlon oon- siderations, where piping across the ceiling is not desirable. The recessed version of the Series TY-B Horizontal Sidewall Sprinkler is intend- ed for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon. The Recessed Escutcheon provides 112 inch (12,7 mm) of recessed adjustment or up to 314 inch (19,1 mm) of total adjustment from the flush side - wall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples tD the sprinklers must be cut. Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although corrosion re- sistant coated sprinklers have passed the standard corroslon tests of the ap- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fate situation or cause it to operate prematurely. Page i of 6 plicable approval agencies, the test- ing Is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. The Series TY-B Sprinklers described herein must be installed and maintained in compliance with this document as wait as with the applicable standards of the National Fire Protection Association, in addition to the standards of any oth- er authorities having jurisdiction. Failure to do so may Impair the performance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contact the installing contractor orprvduct man- ufacturer with any questions. Sprinkler Identification Numbers TY3351 - Horizontal Sidewall TY3451 -Vertical Sidewall Technical Data Approvals UL and C-UL Listed FM Approved IPCB Certified NYC Approved (Refer to Table A for complete approval information, including corrosion -resis- tant status.) Maximum Working Pressure Refer to Table B APRIL 2015 Discharge Coefficient K=5.6 gpnVpsi1,2 (80,6 1pm/bar712) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table C Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame . . . .................. . .... Bronze Button ..... ................. Brassicopper Sealing Assembly.. Beryllium Nickel wlTEFLON Bulb... ........... Glass Compression SCrew.................Bronze HSw Deflector ..... ................Bronze VSW Deflector ................ . . . .. Copper TFP161 TFP161 Page 2 of 6 Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to ac- tivate and water to flow. Design Criteria The TYCO Series TY-B, 5.6 K-factor, Horizontal and Vertical Sidewall Sprin- Iders are intended for fire protection systems designed in accordance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (for example, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Loss Preven- tion Data Sheets). Only the Style 10 Recessed Escutcheon, as applicable, is to be used for recessed horizontal installations. Installation The TYCO Series TY-S, 5.6 K-factor, Horizontal and Vertical Sidewall Sprin- klers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135`F (57'C) to 3132 inch (2,4 mm) for the 360° F (182°C) tem- perature ratings. A leak -tight 112 inch NPT sprinkler joint should be obtained by applying a min- imum -to -maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for Insuf- ficient adjustment in the escutcheon plate by under- or aver -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Horizontal Sidewall Sprinkler Installation The TYCO Series TY-B Recessed Hork zontal Sidewall Sprinklers must be in- stalled in accordance with the following Instructions. Install recessed horizontal sidewall sprinklers in the horizontal position with the centerline of waterway perpendicu- lar to the back wall and parallel to the DEFLECT{ 1 - Frame HAT 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * Temperature rating is indicated on Deflector. •* Pipe thread connections per ISO 7-1 can be provided on special request. flx 9f16" (14.3 mm) CENTERLINE OF SPRINKLER WATERWAY WRENCH 112"** FLATS NPT 711S,1 mm]' (11 NOMINAL MAKE -IN 1-112" (38,1 mmj 2-3116' _ (55.6 mm) ESCUTCHEON STYLE 10 PLATE SEATING RECESSED SURFACE ESCUTCHEON 2-718' DIA. (F3,0 mm) FIGURE i SERIES TY-B HORIZONTAL SIDEINALL (TY3351) SPRINKLER &6 K-FACTOR STANDARD RESPONSE ceiling. The word "TOP" on the Deflec- tor is to face towards the ceiling. Step A. After installing the Style 10 Mounting Plate over the sprinkler threads, hand -tighten the sprinkler into the sprinkler fitting. Step K Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 5). Apply the W Type 7 Recessed Sprin- kler Wrench to the sprinkler wrench flats (Ref. Figure 1). Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 10 Closure over the Series TY-B Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Vertical Sidewall Sprinkler Installation The Series TY-B Vertical Sidewall Sprin- klers must be installed in accordance with the following instructions. Install vertical sidewall sprinklers in the pendent or upright position with the ar- row an the Deflector pointing away from the wall. Step 1. With pipe thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 4). For wax -coated sprinklers, use an 8 or 10 inch adjustable Crescent wrench. Apply the W-Type 6 Sprinkler Wrench or the Crescent wrench, as applicable, to the wrench flats (Ref. Figure 2). TFP161 Page 3 of 6 * Temperature ** Pipe thread 1 - Frame 4 - Rulb 7 - Election rating is connections 2 - Button 5 - Compression Spring indicated on per ISO 7-1 can 3 - Sealing Screw Deflector. be provided on Assembly 6- Deflector* special request. ARROW MUST POINT AWAY 7116' FROM AND BE ESCUTCHEON (11,1 mm) PERPENDICULAR PLATE SEATING NOMINAL TO THE BACK SURFACE 1/2, MAKE -IN WALLSURFACE NPIT 8* t _ = i FLDW 5 2-3fi B' j 2 3116" 4 (55,8 mm) (55.6 mm) L(3 12" 2 mm} WRENCH �7 FLATS 3 1 SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 SERIES TY-B VERTICAL SIDEWALL jTY3451) SPRINKLER 5.6 K FACTOR, STANDARD RESPONSE 518t1r4' (15,9t6,4 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-718" DIA (73,0 mm) SERIES TY-B 2-114" DIA. (57,2 mm) MOUNTING PLATE 118" (3,2 mm) 1-114" (31,6 mm) 314" (19.1 mm) 314' (19,1 MM) 1I4' (6,4 mm) FIGURE 3 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON, 5.6 K-FACTOR, 112 INCH NPT When installing wax -coated sprinklers with the adjustable Crescent wrench, exercise care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequent- ly, exposure of bare metal to the cor- rosive environment. Open the jaws of the wrench sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench -tight- ening the sprinkler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the WRENCH RECESS (END "A" USED FOR 112" NPT MODELS) FIGURE 4 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS A;3 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURES W-TYPE 7 RECESSED SPRINKLER WRENCH sprinkler, kxxw the wrench jaws before removing the wrench. After installation, inspect the sprinkler wrench flats and frame arms and re- touch (repair) the wax coating when- ever the coating has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1 18 inch diam- eter steel rod to the damaged areas of wax to smooth it back over areas where bare metal is exposed. cam Only retouching of the wax coating ap- pfred to the wrench flats and frame arms is permifted, and the retouching is to be performed only at the time of the initial sprinlder installation. The steel rod should be heated only to the point at which it can begirt to melt the wax, and appropriate precautions need to be taken when handling the heated rod in order to prevent the in- staller from being burned. TFP1B1 Page 4 of 6 K SPRINKLER TYPE TEMPERATURE RATING BULB C�LDR SPRINKLER FINISH 110) NATURAL CHROME BRASS PLATED POLYESTER"* LEAD COATED WAX COATED WAX -OVER -LEAD COATED 135°F (571G) Orange 1WF (68°C) Red 5.6 NPT HORIZONTAL 51DEWALL (TY3351] Figure 1 1, 2, 3, 4, 9 1, 2, 3, 9 1, 2, 3, 9 1, 2, 3, 9 175°F [79`G) Yellow 200°F (93-C) Green . a 286 F (141 G] Blue 1" 2-- 3'-, 9" 3600F [182°C] Mauve 1, 2, 4, 9 1, 2, 9 NIA RECESSED 1WF (57°G) Orange 155°F (68'G) Red HORIZONTAL SIDEWALL (TY3351)* 1, 2, 3, 9 NIA 175°F (79°G) Yellow Figure 3 200°F (93'q Careen 1351F (57°C) Orange VERTICAL S1D WALL 5 6, 7 9 155'F (680G) Red 175°F (79°C) Yellow 5.6 112- NPT CM451) PENDENT or UPRIGHT Figure 2 4, 5, 6, 7, 8, 9 5, 6, 7, 8 200°F (93°10) Green 286°F (141-C) Blue 5'`, 6'% 7", 9'. 360°F (182°C) Mauve 4, 5, 6, 8, 9 NIA Holies; 1. UL Listed for use in Ught and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mmj top or deflector -to -ceding &-Wce 2. G-IJL listed for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch I100 to 300 mm) top of deflector -to -ceiling d-tanco 3. FM Approved fw waa in Light Hassid Occupancies at a 4 to 12 Inch I100'to 3✓70 mm) top of deflector -to -ceiling distance 4. LPCB Approved (Rcf. No. OS4a R 007k] at a 4 to rl inch (100 to 150 mrn) deftectr r-ta-Calling distance 5. UL Listed for usa in Light and Ordinary Hazard Oeeupanetes s. C-UL Listed for use in Light and Ordinary Hazard Occupancies T. FM Approved for use in Light Hazard Occupancies 9, LPCB Approval (Rel. No. 094a s 007N 9. Approued by the CIty of New York undor MEA 35S-W-E 10_ Wharo Polyester Coaled, Lead Coated, Wak Coaled, and Wax -over -Lead Coated Sprinkles are noted to he UL and "L Listed, the SprinWUM are LIL and GUL UuW as m"o.- eiwo-rssislant spdnklem. Where Lead Coaled, Wax Coafod, and Wax-over-Lwd Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as covaslon- resislant sprinklers. ' Installed oath Style 10 (11r NPT) m Style 40 W4" NPT) 3/4 ToW Adjustment Reoessed Escutcheon, as applicable 1501F 0VC) maximum ceiling temperature Frame and deflector only IWA- Not Applicable TABLE A SERIES TY-B HORIZONTAL ARID VER77CAL SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFP1B1 Page 5 of 6 SPRINKLER FINISH K SPRINKLER TYPE NATURAL CHROME POLYESTER,, LEAD WAX( WAX -OVER -LEAD BRASS PLATED COATED COATED COATED HORIZONTAL SIDEWALL (TY3351) 250 psi 07,2 bar) (a) OR 5.6 RECESSED 175 psi (12,1 bar) 112" HORIZONTAL SIDEWALL NPT (TY3351) VERTICAL SIDEWALL 175 psi (12,1 bar) (TY345v1) Note: a. The maximum worWng pressure of 250 psi (17.2 bar) only apples io UL Listing, C-UL Listing erg Approval by the Oly of New York Frame and defleolor only TABLE B SERIES TY-B HORIZONTAL AND VERTICAL SPRINKLERS MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-B, 5.6 K-factor, Horizontal and Vertical Sidewall Sprin- klers must be maintained and serviced in accordance with this section. Before closing a fire protection sys- tem main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this action. The owner must assure that the sprin- klers are not used for hanging any ob- jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non -opera- tion in the event of a fire or inadvertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprin- klers that have been exposed to corro- sive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to Installation Section.) The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the stan- dards of any other authorities having Jurisdiction- Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in ac- cordance with local requirements and/ or national codes. TFP161 Page 6 of 6 PIN 57-XXX-X-XXX SIN 1 3 SPRINKLER FINISH PURE WHITE(RAL9010j' NATURAL BRASS POLYESTER I Liss TEMPERATURE RATING 135°F(57°C) 155°F [68°C} 578 HORIZONTAL SIDEWALL TY3351 575 VERTICAL SIDEWALL TY3451 4 SIGNAL WHITE jRAL9003) 175 175-F (79,C) POLYESTER JET BLAcK (RAL9005p' Noiea: 5 200 200'F (93'C] POLYESTER ' Feeler Hemisphere sales only " Available Only for 155'F (68•C) or 200'F NYC) temperature WAX TED rared sprinklers 6 286-F (1 11-) MAX "' Available only tar horizontal sidewall TY3351 for use in 286 2M'F (141'C) Deluge Systems rOPEN' indicates spdrrlder assembly without glass bulb, bLdton, and sealing assembly) 7 LEAD COATED 360 360"F (182°C) WAX -OVER -LEAD 8 000 OPEN "' 286°F (141.0) MAX 9 CHROME PLATED TABLE C SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS PART NUMBER SELECTION Color Sprinkler Temperature Rating Part Number Black 135°F (57'C) 56-0654-135 Red 155-F (6WO) 56-065-1-155 Yellow 175-F (79°0 56-065-1-175 Blue 200'F (9WC) 286-F (141 q 56-065-1-286 TABLE D SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS WAX RETOUCHING STICK PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (PIHI). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-B (specify SIN), (specify K-factor}, (specify Horizontal or Vertical Sidewall) Sprinklers with (spec- ify) temperature rating, (specify) finish or coating, PIN (Refer to Table C) Recessed Escutcheon Specify: Style 10 Recessed Escutcheon with (specify) finish, PM (specify') Refer to TeWlnical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, PIN 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, PM 56-850-4-001 Wax Sticks (for retouching wrench -damaged wax coating) Specify: (specify color, below) Colored Coded Wax Stick for retouching (speci- fy temperature rating) temperature -rated Series TY-B Sprinklers, PIN (specify) Note.- Each wax stick is saitable for retouching up to 25 sprinklers. Note. The wax used for 286OF 041°C) sprinklers is the same as for 200'F (93 °C) sprinklers, and, therefore, the286'F(141 `Q sprinkler is limited to the same maximum ceiling temperature as the 200-F (93-C) sprinider(i.e., 1501F[66°CJ). GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19445IJ Telephone 0-215-362-0700 Copyright 0 2016 Tyco Fire Products, LP. All rights reserved. *gC43 TEFLON is trademark of The DuPont corporation Firu ProfWtipn Praducfa tqco Fire Protection Products Series TY-FRB, 5.6 K-factor Worldwide yew co-fire.com Contacts Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed verslon of the Series TY FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 518 inch (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 112 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Ahvays refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING" that provides cautions with respect to handling and Instal- lation of sprinkler systems and com- ponents. Improper handling and Installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page i of 4 The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having }urisdktion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler lden tifica tion Number (SIN) TY313 ....... Upright 5.6K, 112-NPT TY323 ...... Pendent 5.6K, 112-NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion -Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum worldng pressure of 25D psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPMlpa112 (80,6 LPM/bar19 FEBRUARY 2014 Temperature Rating 1 WF (57°C) 165°F (68°C) 175°F (78°C) 200°F (93°C) 28WF (141 °C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ................... Bronze Button .............. Brass/Copper Sealing Assembly ......... Stainless Steel wITEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector. ... . _ - _ . ..... Bronze TFP172 TFP172 Page 2 of 4 Components: *Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 24 3 - Seating Screw ESCUTCHEON PLATE 112" 7116" (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAILMAKE-IN ESCUTCHEON 6* ' t i $ 7116" (11,1 mm) f 4 NOMINAL 2" MAKE -IN (50's mm) 2 T. 3 (50,9 mm) WRENCH f f i r � t FLATS 1 112' NPT** DEFLECTOR ` 2-71$" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRO UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE WRENCH RECESS (USE ONLY END 'A") FIGURE 2 W--TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and waster to flow. Design Criteria The TYCO Series TY-FRB, 5.6 l<factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard Installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of N1FPA 13, and FM Approval is based on the requirements of FM's Loss Preventfort Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY FRB, 5.6 Mactor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section, General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble Is approximately 1116 inch (1,6 mm) for the 135OF (57°C) and 3132 inch (2,4 mm) for the 2861F (141°Cj temperature ratings. A leak -tight 112 inch NPTsprinkler joint should be obtained by applying a min- imum to maximum torque of T to 14 ft: Ibs. (9,5 to 18,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be Installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. TFP172 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRI3 Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler Into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Step G. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance Bole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of afire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. 2-7/8' DIA. (73,0 mm) _ 2-114' DIA, FACE OF (57,2 mm) SPRINKLER FITTING 5/8" (15.9 rnm) FLUSH (9,5t7,9 mm) ,7 / /f 118, MOUNTING / SURFACE 1 (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4' DIA. FITTING (57.2 mm) 5116t1/4" 1/2" (12,7 mm) (7,9A,4 mm) FLUSH MOUNTING 118" SURFACE l (3,2 CLOSURE SERIES MOUNTING mm) 1-V8" (34,9 mm) TY-FRB PLATE 7,S' (22,2 mm) FIGURE 5 SERIES TY FRiB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP172 Page 4 of 4 PIN*77-XXX-X-XXX SPRINKLER FINISH SIN 1 NATURAL BRASS 3 PURE WHITE (RAL9D10i" 370 5.6K UPRIGHT (VT NPT) TY313 POLYESTER 4 SIGNAL WHITE (RAL9009) 371 &6K PENDENT (112-NPTI TY323 POLYESTER ' Use suffix "I" for I50 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-1 I '• Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELEC77ON Limited Warranty For warranty terms and conditions, visit www.lyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Park Num- ber(PIN). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, PIN (specify, refer to Table A), Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with [specify"] finish, PIN (speclfy'j Specify: Style 20 Recessed Escutch- eon with (specify*) finish, PIN (specify*) Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, PM 56-000-6-387 Specify: W Type 7 Sprinkler Wrench, PIN 56-850-4-001 TEMPERATURE RATINGS 135 135-F (57"C) 155 1WF (68'Q 176 175'F (79T) 200 200"F(93'C) 286 286'F(141"0) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-382 070D Copyright 0 2014 Tyco Fire Products, LP. All rights reserved. tgCD TEFLON is trademark of The DuPont corporation. F'im pro'0060n Prodrefs FireLoW V36, K5.6 Models V3605, V3606 Dry Type Pendants Standard and Quick Response Flush Sleeve and Plain Intermediate Extended Recessed Skirt Barrel Approvals/Listings: SUi19M 1J See Victaulic Publication 10.01 for more details. Product description: The Model V36 Series Dry Type Pendent and Recessed Pendent Sprinklers have been redesigned utilizing stainless steel internal components. The V36 Dry Sprinkler is used in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary drop nipples. The Model V3606 and V3605 Intermediate Level Pendent sprinklers incorporate a water shield plate to prevent water from higher level sprinklers from interfering with normal operation. These intermediate level sprinklers are designed for use in intermediate levels of rack storage or other open grate storage arrangements, where they may be exposed to upper level or ceiling level sprinklers. Coverage Far coverage area and sprinkler placement, refer to NFPA 13 or applicable standards. Job/, wner I System No. Location . __ Contractor Submitted By Date Jctau[icr 4o.60 Technical Specifications: Models: V3606 and V3605 Style: Pendent, Recessed Pendent or Intermediate Level Pendent Nominal Orifice Size: W113 mm Ofifiice Insert: Stainless steel per UNS S30300 K-Factor: 5.6 Imp.18.1 S.1.1 Nominal Thread Size: 1" NPT133.7 mm Max. Working Pressure: 175 psif1200 kPa Factory Hydrostatic Test: 100% 0 500 psi13450 kPa Min. Operating Pressure: 7psi148 kPa Temperature Rating: See chart on page 3. For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Exaggerated for clarity Engineer Spec Section Paragraph = .. ...............-- Appi aved ' Date victaulic.com I Sprinklers I Firel-ocke I K5.6, V36 I Publication 40.60 ......... .. Material Specifications: Accessories Installation Wrench: Model V36 Open End and Recessed Wrenches fit all V36 Series frames. Deflector: Brass per UNS C22000 or Stainless Steel per UNS S30400 Bulb: Glass with glycerin solution Bulb Nominal Diameter: ❑ Standard: 5.0 mm ❑ Quick Response; 3.0 mm Split Spacer. Stainless steel per UNS S30300 Load Screw: Brass per UNS C36000 Pip Cap: Stainless steel per UNS S30300 Spring Seal Assembly: Teflon' coated Beryllium nickel alloy and stainless steel per UNS S30300 Frame: Die cast brass Outer Tube: Galvanized steel pipe Inner Tube: Stainless steel per UNS S30400 Escutcheon/PLate: 1010 - 1018 mild steel and stainless steel Torsion Spring: SST Wire Sprinkler Finishes: ❑ Plain brass ❑ Chrome plated ❑ White painted 3 a ❑ Flat black painted' a ❑ Custom painted a ❑ Proprietary Nickel Teflon' Coated ❑ VC-2505 155, 200, 286 SR Only: ❑ Waxa For cabinets and other accessories refer to separate sheet. x Teflon is a registered trademark of Dupont Co. ' Not avallable on the Intermediate Level Style Pendent 4 UL Listed for corrosion resistance. 5 UL Listed and FM Approved for corrosion resistance. NOTE: Weather resistant escutcheon available upon request. victaulic.com I Sprinklers I Firel-ock• I K5.6, V36 I Publication 40.60 Approvals/Ustino: Model APPROVALSILISTIPIGS = V3606 V3606 V3605 V3605 Orifice Size finches) 'h ............ _ .. ''`�- -... _..:.'h.. ___... ,—... '6 ..................................... .. Orifice Size Emma .,.,,1,A 13 13 13 Nominal K Factor Im rial 5.6 56 5.6 5b Nominal K Factor 5.1.1 8.1 8.1 8.1 8.1 ,..... Response... ....... Quick „Quick .. Standard Standard Deflector Type Penderrt Recessed Pendent Pendent Recessed Pendent ............................................ ............. _.......... Approved Temperature RaUnlgs ..�..�.. ........ . .. ..... ..... .. .. .. .. ... r /49 135°F157°C 135°F157°C 135°F157°C 135°FI57"{ 155°F168°C 155°F168°C 155716WC 155°F168°C cULus 200°F193°C 200°F193°C 200°Ff93°C 200°F193°C 28b°F1141°C 286°F1141°C --- .......... ..........� 135°F157°C € 285°F1141°C 286°F1141°C . = 135°FI57°C 135°F157°C 135°F157°C I'M 155'F168°C ° 155°F168 C 155`F168°C ° 155 F168°C 200°F193°C 200°F193°C 2pD°F1939C 20U°F193°C 286°F1141°C 28VIF/141°C 6 For K-Factor when pressure is measured In Liar, multiply S.I, units by 1D. Note: Listings and approval as of printing_ Temperatures are listed for all hazards and approved for V3605 and V3606 dry sprinklers up to 48' length. Dimensions: NOTE : The "A" dimension of a dry sprinkler, which extends Into a freezer from a wet piping system. must take into account the wall or ceiling thickness of the freezer. See IMPORTANT INSTALLATION INFORMATION later in this document. Tee with same outlet size ---- as sprinkler thread size. f'. See 'Important Installation I nlormation-, later in this document I' NPT -n [MIr, 1 U1 1 %" Mln DIa Hole in Ceiling 3' Di. Flush Tee with same outlet sae �- — as sprinkler thread size. ,/% —See 'Importantlnstallatioo Information', later in this document 1' NPT i0. (Min. 151 Plain Barial Tee wilh same outlet size as sprinkler thread size. r' See "Important Insronalion Irrtarmakon", later In this docu meet I' NPT MirkI%) tl4'Mtn rMaleinceiling -7 Twv lU72377/17131 ice Escuu_heon 1�" thin . 4' I I Sleeve and Skirt _ I r / __ Tee with same outlet size n as sprinkler tread size. - See 'Important Installation Information', later in this document NPT A. t'A') vh' Min. Dia. Hole in Ceding L` 3'h`~{ t� 314' Min. Two Neee 5' Max Escurchean Extended Tee with same outlel size as sprinkler thread size. I See "Important Installation II�II I J I Inforrnatian", later in this document r war IIAin. l h� �` 1 3" Dia Intermediate Lawl Pendent Tee with same outlet size fl— 71 as sprinkler thread size. l See "Important Instahahon Information', later in this document 1" Nirf .A. (Min. IN') COLT 2' Min Dia We in Ceiling 1'Mln. Ceiling Cup —� t PA'Max Zw Cku Recessed victaulic.com I Sprinklers I Firel-ock' I It5.6, V36 I Publication 40.60 Important Installation Information: For detailed installation Instructi ins, see publication 1-40. No. 1 Victaulic Model V36 Series Dry sprinklers should be installed in accordance with NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible, the proper sprinkler wrench may be used with extreme care for lengths up to approximately 18", Excessive force may distort the frame thus destroying the unit. No. 2 Dry sprinklers MUST be installed only into the outlet of a cast or malleable iron tee. No. 3 DO NOT install dry sprinklers into any couplings or threaded elbows. In addition, DO NOT install dry sprinklers into any fitting that interferes with thread penetration, NOTE . The end seal of the dry sprinkler MUST NOT bottom out in the fitting. HEATED SPACE civMMr or hold is deppeanndent upon r6. typearexutrileonselnctk�sparemust be smied tD prevent cwdemndnn room farming, per NFPn.regnimrmntx ar Ceiling of Room COLD SPACE EWggrmfedrorCWkY TYPICAL SLEEVE AND SKIRT WNFIGt1RATION FOR EXAMPLE ONLY NOTE: The 'A" dimension of a dry sprinkler, which extends into a freezer from a wet piping system, must take into account the wall or ceiling thickness of the freezer. The minimum length of the dry sprinkler should not be less than the lengths specified in the fallowing table, plus the thickness of the freezer's wall or ceiling ("A" = "C" + "D"). Refer to the drawing for a representation of the "A" dimension, po NOT attempt to modify dry sprinklers, since they are manufactured to this specific "A" dimension. The following table is used when the ambient temperature is maintained between 4U" F14" C and 60°FI16°C around the wet piping system- ....._.... ...... Ambient Temperature Exposed to Discharge End of Sprinkler Exposed Minimum Barrel Length °FrC incheslmm 40°F14°C 50°F110°C s 60°F115"C _......._.._ ..................................... . 40 0 0 0 v ° 1 0 0 30 = 0 -1 0 0 0 20 4 0 . al -7 102 ................. 0 0 10 _ 8 1 0 -12 203 25 0 -18 305 76 0 T -10 14 4 1 -23 356 102 `_ 25 ..................... -20 14 5 1 3 -29 356 152 L 76 -30 = 16 8 4 -34 406 203 102 40 - 18 8 4 -40 457 203 102 -50 2U 10 5 -46 508 254 152 60 20 10 fi -51 j 508 254 152 Note: Exposed minimum barrel lengths are inclusive up to 30-mph1484ph wind velocities victaulic.ctmm I Sprinklers I FireLock• I K5.6, V36 I Publication 40.60 Distribution Pattems: Q ►H11-`1 Models V3606, V3605 Pendent, Recessed Pendent & Intermediate Level Pendent Distribution Patterns -Trajectory 1' 12' t 4' m 33 m 4.3 m 7 psi 48 kPa 150 103 kPa 30 psi ".... . 207 kPa A. Data shown is approximate and can vary due to differences in installation. B. These graphs illustrate approximate trajectories, floor -wetting. and wall -wetting patterns for these specific Vlctaoic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate HFPA National Flue Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and writ void all Listings, Approvals and Warranties. C. All patterns are symmetrical to the Centerline of the waterway. victatlli- ,corn I Sprinklers I FireLock' I K5.6, V36 I Publication 40.60 Ratings: Available Wrenches: All glass bulbs are rated for temperatures from Model V36 Open End and Recessed Wrenches fit all -67°F/-5YC to those shown in table below, V36 Series frames. _ ................... . ... Temperature — °FPC Maximum 000 Sprinkler Nominal Ambient Temperature Temperature Temperature Glass Bulb Classification hating Allowed Color 100°F/38°C Orange Ordinary 135417/57•C Ordinary 1WF/66°C 100*F/38°C Red 154°Fp55°[ Green -- 225°F/I07°C Blue c Intermediate ��2°F/93°C Intermediate 2WFM410C Extra Highs ? 361J°F/182•C I 300117/1491C = Purple t ti Open — ; No Bulb A WARNING • Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to Install, remove, or adjust any Victaulic piping products. • Installation rules, especially those goveming obstruction, must be strictly followaed. • Painting, plating, or any re -coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and Inspection requirements, refer to the current National Fine Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, tesUng, and inspection requirements that musk be followed. If you need additional copies of this publication, or If you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Installatl°n Note Reremce should always be made to the 1-]OD Victaulic. Field Installation Handbook for This product shall be manufactured by Victaullc or to Viclaulle spear oalions, All products the product you are installing Handbooks are included with each shipment of Victaullc to be installed in accordance with current Victaulic installationlassemby instructions- producis for complete installation and assembly data, and are avallable in PDF format Victaullc reserves the right to change product specircahon s and standard equipment on our websile at www.vietaulic.corn. wlthout notice a nd without incurring obligatlons. warretdlr Trademarks Refer to the warranty sectlon of the current Price List or contact Victautrc for details Vrclaulic and Firelock• are registered trademarks of Viclaulic Company. Schedule-l0"/Schedule-40° Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. our Sch-10 (1 /4"- 8") pipe and Sch40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both T IL and FM agents to ensure consistent quality. Schedule-10/Schedule40 product can be "hot -dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint -ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Schedule-lU/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: • Welded Outlets • Hydrostatic Pressure • Side Wall Rupture • Vibration Test RP5 Nominal I.D. W. WL (H20 Filled] Peal WK111(21') WWfl (24') Wk&lfl (25') in, mm fn,' mm LbVR- KgVm LbslFt; K9/m Lift Lb5; K9 Lbs, K9 Lbs, K9 1' 1.049 1.680 2.05 70 2.470 2,822 2,940 25 26.6 Z5 3.05 70 1,120 1,280 1,334 1'/4. 1,380 2.270 2.93 51 2,431 2.778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 1'f" 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2' 2.067 1650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2'/z' 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 i Specifications NP8 Nominal I.O. Wt. WL 11120 Filled) Past WGLitt (21') Wltl.ift (24') WtUft (25') In, mm 1n; mm Lb%R Kglm Lb0f, K¢Im Lift Lbs, Kg Lbs; K9 Lbs; K9 1' 1.097 1.400 1.81 91 2,675 3,0M 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 11/4, 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11W 1.682 2.080 3,04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2" 2.157 2,640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 2'1N 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 B_77 30 1,009 1,153 1,201 3' 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.0 6A 11.82 19 784 896 933 4" 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5' 5.295 T77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 861 6" 6,357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8,249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 S<t=M> 9 Listed Approved Listed • 16100 S. Lathrop • Harvey, IL 50426 Customer Service: tyco�FlowControl Q��IQC� 11350 Norcom Rd. • Philadelphia, PA 19164 (800) 882-5543 1 Tueea��c.•orrarourr 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5-3 PROD PLAN CHECK /INSPECTION TRAC :JG SHEET Received Date: Project Name: i IPermit# C i 57 D I S Address: --) 8 l } 1-4 v) i l } SuitelBldg# City: L &-)u ►n Occupancy Load: Occupancy Classificabon: Please mark all Plan Checks and Inspections that will apply to this project in ONLY. ROD PLAN CHECKS CORK CORR CORR CORR CORR ERR 3rd Initials: APPR BY APP'D DATE 3rd Date: 12 Date: 19 Initials: 2nd Date: 2nd Initials: ❑ Tract Access! Hydrants 171 Building Plans New ■ TI ❑ -HydrextVWater Systems ❑ Sprinkler Plans L.tt9� ll•i� ❑ Hood Extinguishing Systems ❑ Monitoring Plans ® Alarm System Plans lae+4 It -Si- ❑ High Pile Rack Storage ❑ UST/AST ❑ Other: ❑ Other: READ INSPECTION TYPES CORR CORR CORR CORR CORR CORR APPR BY APP'D DATE 19 Date: is -It Iitials: 2nd Date: 2nd Initials: 3rd Date: 3rd Initials: Hvdrant Svstem Inse9ctions ❑ Thrust block pre -pour ❑ Underground rough ❑ Underground hydro ❑ Flush ❑ Final Sprinkler U.G. Inspections ❑ Thrust block pre -pour ❑ Underground rough ❑ Underground hydra �� r ❑ Flush rG f ❑ Finales Fire S rinkler Inspections ❑ Weld inspection M Overhead rough piping ® Overhead hydro ,�/I j� ® UG flush f OK to connect r Main drain/Inspect, Test t� f ❑ In -rack sprinklers ❑ Hose racks Final ! ❑ Flush Hood E inguishing Inspections ❑ 1 Detection system ❑ I Function Test ❑ Gas/Electrical shut-off ❑ Nozzle modeUplacement ❑ Fire alarm connection ❑ Final RED Insptoon Tv3aes CORR CORR CORK CC.. _. , CORR CORR APPR 3rd By Initials: APP'D DATE 19 ]fit Date. Initials: Ynd Date: 2nd Initials: 3rd Date: Fire Alarm Svstems Inspections ® Rough -wire inspection ® Function test ?.11 Duct detectorsfvelocity ® 24 hr. battery test ® Sprinkler monitoring $ / ® Final Hl h Pile a Racks ❑ Verify Matches FPE Report (if applicable) ❑ Commodoties ❑ Storage Height ❑ Flue Space ❑ Final USTIAST Tank Inspections ❑ Installation ❑ Removal ❑ Emergency shut off ❑ Primary piping ❑ Secondary piping ❑ Dispensers & shear vaIves ❑ Final Sorav Broth Inspections ❑ Installation ❑ Air flow test ❑ Mechanical interlock ❑ Extinguishing system ❑ Fire alarm connection ❑ Final Suecial Suporession Insipectlops ❑ Door fan test ❑ Abort test ❑ Mechanical shutdown ❑ Detector test ❑ Deluge/pre-action ❑ Final Misc. ln ctions ❑ Tract Access/Hydrants ❑ High Pile Rack Storage ❑ Other: ❑ Other: ❑ Other: Knox Access Ins ctions Building Knox Box ❑ Gate Access Knox BoxtPadlock Building Inspection Inspections ❑ TII final: ® Shell final: ® Final for occupancy: Fire Department Deposit Based Fees Effective as of 11 /16/1998 -- County Ordinance 671.18 These are Deposit Based Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks or Money Orders are to be made payable to: Riverside County Fire Department Plans are reviewed in the order they are received. Plan Review/Inspection Min. Plan sets Deposit Base Fee Building 2 $1,056.00 Tenant Improvement Building 2 $696.00 Fire Sprinkler (per riser) 3 $614.00 Tenant Improvement Sprinkler 3 $614.00 Residential Sprinkler 3 $614.00 Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192.00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) 3 $217.00 - Each additional tank $32.00 High Pile or Rack Storage 3 $348.00 Fire Flow Report 1 $178.00 Technical Report — Research $584.00 Special Inspection $126.00 Items not listed above are on a sliding scale starting at $197.00 - Up Fire Department Deposit Based Fees Effective as of 1111611998 County Ordinance 671.18 These are Deposit Based Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks or Money Orders are to be made payable to: Riverside County Fife Department Plans are reviewed in the order they are received. Plan Reviewlinspection Building Tenant Improvement Building Fire Sprinkler (per riser) Min. Plan Sets 2 2 3 Deposit Base pee $1,056.00 $696.00 $614.00 Tenant Improvement Sprinkler 3 $614.00 Residential Sprinkler 3 $614.00 Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192,00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) 3 $217.00 - Each additional tank $32.00 High Pile or Rack Storage 3 $348.00 Fire Flow Report 1 $178.00 Technical Report — Research $584.00 Special Inspection $126.00 Items not listed above are on a sliding scale starting at $197.00 - Up Riverside County Fire Department Fire Protection Planning Section Rruerslde Of(Ico- 2300 Market 51. SM 150, Rir4feide, CA 92501 Ph (951) 9554777 Fax (951) 9554a66 Mwrkfa ORiaa: 39493 Loa Akmoa FM . 314 A� M4ffieta, CA 62563 Ph (9611 9004160 Fax (951) 600-61" Palm Dowd Ofifke: 77-93) Les Monta5w Rd 8 201 Palm Desert, CA 92211-4131 Ph- (760) 863.8886 (760) 863-7072 Date: 7 Z Z To: LA 6UINTA B&S Fax: Tract[Parcel Map #: Perm it/Lot #: Job Site Address: Fire Department Clearance/Release ALDI MARKET LAQ-I5-BP-015 78601 HWY 111 LA QUINTA XX Final For Recordation - FIRE ALARM I FIRE SPRINKLER Release For Building Permit(s) Shell Final Only (No Tenant) XX Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authorizing Signature For Release KOHL HETRICK Print Name Form C — R"sed 811912014 Hetrick, Bahl@CALFIRE Subject: LAQ-I5-BP-015 - ALDI - OCC FINAL Location: 78601 HIGHWAY 111, LA QUINTA Start: Wed 2/24/201611:30 AM End: Wed 2/24/2016 12:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Vance Phone#: Co. Name: Cell#: 702-595-2751 Morefield Construction %..rutitsou HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block re our Rou h-wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battM test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underaround hvdro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Del el re -action Weld inspection Final Overhead rough piping USTIAST TANK Overhead hydro Installation UG flush 1 OK to connect Removal Main drainlinspect. Test Emerg ncy shut oft High pile storage Primary piping I n-racksprinklers Secondary pipigg Hose racks I Dispensers & shear valves Final Final KITCHEN HGOO EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinouishina GaslElectrical shut-off High pile rack storaue Noz7Je model/placement I H.P. vents/access/corridors Fire alarm connection Tract aecesslh drant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box! adlack Mechanical interlock BUILDING INSPECTIONS Extin ui hing system Tll final Fire alarm connection Shell final Final X Final for occu p an cy W5-5 Start Time; Finish Time: Start Time: L Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-I5-BP-015 - ALDI Location: 78601 HIGHWAY 111, Start: Tue 2/23/2016 3.00 PM End: Tue 2/23/2016 4:00 PM Recurrence: (none) Organizer. Hetrick, Kohl@CALFIRE Rep. Name: Darius Phone#: (DAY 2) 24HR BATTERY/ FUNCTION/ ALARM FINAL LA QUINTA Go. Name: Protection One Cell#: 909-762-0555 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Roughowire inspection Underground rough JC Function test Underground hydro Duct detectors/veloe Flush x 24 hr. batte test Z Final Sprinkler monitorin SPRINKLER U.G. x I Final Thrust block pre -pour SPECIAL SUPPRESSION Underoround rouah Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER I Del el re -action Weld ins ecUon Final Overhead roggh piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Ernerg ncy shutoff High pile storage Prima piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinauishina Gas/Electrical shut-off I High pile rack storage Nozzle model/placement I H.P. vents/acceWcorridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occu an Start Time: Finish Time: Start Time: Finish Time Hetrick, Kohl@CALFIRE Subject: LAQ-I5-BP-015 - ALDI - (DAY 1) 24HR BATTERY/ FUNCTION Location: 78601 HIGHWAY 111, LA QUINTA Start: Mon 2/22/20161:30 PM End: Mon 2/22/2016 3:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Darius Phone#: Co. Name: Cellt 909-762-0555 Protection One LOrUSSOU HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire ins on Under round rough X Function test ti$s Underground hydro Duct detectors/veloci $ Flush X 24 hr. batte % test P4 , / Final }C Sprinkler monitoring SPRINKLER U.G. Final Thrust block pn--pour SPECIAL SUPPRESSION Underground rough Door fan test Unde round hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping USTIAST TANK Overhead hydro Installation UG flush / OK to conned. Removal Main draift/InspecL Test Emergency shut off High pile storage Primmy piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack stara e Nozzle modoU lacement H.P. ventstaccess/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/1 final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: Hetrick, Kohi@CALiZRE Subject: LAQ-I5-BP-015 - ALDI - SPK FINAL Location: 78601 HWY 111, LA QUINTA Start: Mon 2/22/2016 1:00 PM End: Mon 2/22/2016 1:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: MIKE Phone#: Co. Name: Cell#: 909-888-6466 RBM FIRE uroSSz)i: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust bi ck pre -pour Rou h-Wre inspection Underground rough Function test Underground hydro Duct detectorstvelocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Undeiground hydra Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping USTIAST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary i in In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct ext ri uishln Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract accessthydrant verification Final Other. SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Tlme: 1 Cervantes. Thomas@CALFIRE Subject: LAQ-I5-BP-015 - ALDI - OH ROUGH/HYDRO Location: 78601 HWY 111, LA QUINTA Start: Thu 2/11/20161.00 PM End: Thu 2/11/2016 3:00 PM Recurrence. (none) Organizer Cervantes, Thomas@CALFIRE Rep. Name: MIKE Phone#: CO. Name: Cell#: 909-213-2472 RBM FIRE PROTECTION t.,rossai: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block our Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block re -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu elpre-action Weld inspection Final X Overhead rough piping USTIAST TANK X Overhead hydro Installation UG flush 1 OK to connect Removal Main drainllnspecL Test Emergency shut off High pile storage PrimarV piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct exiin uishin Gas/Electdcal shut-off High pile rack storage Nozzle modellplacement H.P. ventstacceWcorridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox boxl adlock Mechanical interlock BUILDING INSPECTIONS —Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time. Start Time: Finish Time- 1 Cervantes, ThomasOCALFIRE Subject: LAQ-I5-BP-015 - ALDI - UG HYDRO/FLUSH Location: 78601 HWY 111, LA QUINTA Start: Wed 1/13/2016 10:30 AM End: Wed 1/13/201611.00 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: VANTE Phone#: HYDRANT SYSTEM Thrust block pre -pour Underground rough _ Underground hydro Flush Final SPRINKLER U.G Thrust block ore -Dour Flush Final FIRE SPRINKLER Weld inspection Overhead rough piping Overhead hydro UG flush / OK to connect Main drain/Inspect. Test High eile storage In -rack sprinklers Hose racks Final KITCHEN HOOD EXTINGUISHING Function Test GaslElectrical shut-off Nozzle model/placement Fire alarm connection Final SPRAY BOOTHS Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final Start I. Finish Time: Start Time: Finish Time: Co. Name: C Ih#• MOOREFIELD CONSTRUCTION e . 702-595-275J %,russ�u PASS FAIL FIRE ALARM Rough -wire inspection Function test Duct detectors/velocity 24 hr. battery test Sprinkler monitodri Final SPECIAL SUPPRESSION Door fan test Abort test Mechanical shutdown X Detector test Deluge/pre-action Final USTIAST TANK Installafion Removal Ernepency shut off Primary Dioina I Dispensers & shear valves Final MISC. INSPECTION Spray booths Hood/duct extinguishing High pile rack storage N.P, vents/accesslcorridors Tract access/hydrant verification Other: KNOX SYSTEM Building Knox box Gate access Knox box/padlock BUILDING INSPECTIONS T/I final Shell final Final for occuDanev PASS I FAIL Hetrick, Kohl@CALFIRE Subject: LAQ-I5-BP-015 - ALDI - THRUST BLOCK PRE -POUR Location: 78601 HWY 111, LA QUINTA Start: Thu 117120161:00 PM End: Thu 1J7j20161:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: BANTE Phone#: Co. Name: Cell#: 702-595-2751 %A uiaot: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block ere -pour Rough -wire inspection Underground rough Function test Unde round hydro Duct detectors/velocity Flush 24 hr. batte test Final Sprinkler monitoring SPRINKLER U.G. Final X1 Thrust block re- our �5 SPECIAL SUPPRESSION JC Underground rough Door fan test Unde round hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu el re -action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush I OK to connect Removal Main drainlinspect. Test Emergency shut off High pile storage Primary ipin In-racksprinklers Secondary poino Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model! lacement H.P. vents/accessfoorridors Fire alarm connection Tract access/hydrant verification Final Other. SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox boxf adlock Mechanical interlock BUILDING INSPECTIONS Extinauishina system TJI final Fire alarm connection Shell final Final Final for occupancy start Time: Finish Time: Start Time: Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-I5-BP-015 - ALDI - COMPLAINT Location: 78601 HIGHWAY 111, LA QUINTA Start: Mon 10/5/2015 2:00 PM End: Mon 10/5/2015 2:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Co. Name: Phone#: Cell#: Cross& HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block re our Rou h-wire inspection Under,gmund rough Function test Underground hydro duct detectorslvelo ' Flush 24 hr_ battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block re our SPECIAL SUPPRESSION Underground rough Door fan test Unde round hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Del eJ re -action Weld in ection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary iping In -rack rinklers Seeonda piping Hose racks I Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement I H.P. vents/abcess/conidors Fire alarm connection Tract access/hvdrant verification Final Other: L-A-f rr -F}y SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox boy/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing s stem T11 final Fire alarm connection Shell final Final Final for oocupancy Start Tlme: Finish Time: Someone called to complain that UG work Is being done but they haven't submitted to us yet — Please check it out per Lisa. thanks! Start Time: Finish Time: �� L►I�rst.{� � � Riverside County Fire C _irtment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 Fax; (951) 955- S86 PLAN REVIEW FORM g New ❑ Re -Submittal # Permit No. 'Project. Information .(Please Print) Project Name: Address: City & Zip:c-�. ❑ As-bulits Fire Protection Planning J Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 -- Fax: (760) 863-7072 Office Use Only Riveri r .., Qtficc i_ ` D I - C 2, � I'S li 1 Have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money d70_,7� to Ora e raject final. Sign: Print: f 'Contact Information Haling information Idsame as Contact Info CONTACT PERSON: ��' f �'" Z 6 BILL TO: Mailing Address: f'2-S 4, Mailing Address: City & Zip iJPi$fc�r 674 125'-c7 City & Zip Phone No.: _ 4-7Fax: 3&,7_ & �_ Phone No.: Fax. Email: Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes In billing information must be made in writing to our office. Plan Review Type f Check armroDriate items p(Commercial ❑ Industrial ❑ Residential 0 Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New 1 Existing } ❑ High Fire Area ❑ Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring WFire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage yank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use Only Fee Paid: , 0 0 Caned for Pick -Up I Reviewed by: Date: B y- Date Paid: PC Review Date: JA 3/ • IS Check#: 7.2 3` ® Approved ❑ Denied Picked -Up Date: t By: Received By: Plans Stamped: ■Yes []No Shipped By j Method —0 Letter Attached: NYes ❑No Receipt#(OCR) .lob Card Included: ■Yes ❑No ❑DBF ❑DBF ❑DBF Form 1— Revised 7/25/2012 Visit us at www.rvcfire.or Riverside County Fire Departme, Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: [951) 955-4777 -- IT: (951 ) 955-4886 PLAN REVIEW FORM �lew ❑ Re -Submittal # ❑ As -bunts Permit No. i-f\G, i 5- C�, P-C. 115 Pro1kcmllation Please Prin1-=-Y':�� e atection Planning Palm Desert Office: 77-933 Las Monta6as Rd., Ste 201 Palm Desert CA 92211 Phone: (760j 863-8886 -• Fax: (760) 863-7072 RiveFMto2y Fire Office of the Fire Marshal DEC 0 3 2015 Re i By. Plans Received — Project Name: 1 have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional Address:, '�^' 1 money due prior to or after project final. City & zip: Contact Inforr CONTACT PERSON: g7_2_S__3 Sign: _`1 Print: �a tlrrfairfagtidnarnais Giantact info. '' Mailing a�i r` Mailing Address: r� � � 9 Address F— City & zip i- � �DZ City & zip Rq lht -5 Phone Fax:Phone No.: Fax: Email: Email: rhl�Afe , ��ol�ca The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type tCheck appropdate items )(Commercial ❑ Industrial ❑ Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New ! Existing ) ❑ High Fire Area prinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Subtn' ls. ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use• Fee Paid: i {, Called for Pick -Up Reviewed by: Date: Date Paid: j 5 te: .rt . �� • �S By: PC Review Da Picked -Up Check#:_ ■ Approved ❑ Denied Date: �� I By. S i Received By: I Plans Stamped: ■Yes []No Shipped By 1 Method Letter Attached: ■Yes ❑No Receipt# (OCR) _ Jo Card Included: EYes ❑No ❑DBF Jo ❑DBF I Form ] - Revised 7125/20 F2 Visit us at www.rvcfire.or Riverside County Fire Dep,... iment Riverside office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951 ) 955-4777 Fax: (951 ) 955-4886 01New e-Submittal # !Permit No. .Project Information (Please Print) PLAN REVIEW FORM ❑ As-builts .=ire Protection Planning J Palm Desert office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: j760j 863-7072 Office Use Only Riverside County Fire Office of the Fire Marshal NOV 20 2015 Received Project Name: r l]Iw �V�' �r `` I have read and understand that Fire Dept. fees are �n r f �r Deposit Based Fees and there may be additional Address: money due . r to q ier groject final. Sign: GI City & Zip: " O17 Print:.c�.c,� SAC :Contact Information Bluing Information ❑ Some as Contact Info 1Q-►s- gP- o 5 CONTACT PERSON: bEZ- �'S C� -it1��` BILL TO: Mailing Address:i Ak-)Fz- 4l� Mailing Address: City & Zip City & Zip Phone No.:�/�Oc�� Fax: 3y2,5yYJ Phone No.: Email: ►c�C.�L ¢��jr4a &)CTc3� c Em il: matte.. � Fax: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. ;Plan Review Type Check appropriate items k�Commercial ❑ Industrial ❑ Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant improvement ( New f Existing ❑ High Fire Area ❑ Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: Cd-56-derground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: Date Paid: Check#: Received By: Receipt#(OCR) ❑DBF Reviewed by: PC Review Date: © Approved 6 Deilied Plans Stamped: Idyes ONO Letter Attached: VYes ❑No Joky Card Includedyes ONO ❑DBF Form 1 — Revised W25M 12 Visit us at www.rvcfire.ora Called for Pick -Up t L1f4 VM Date: f I By: Picked -Up Date: i. t � By: Shipped By 1 Method Riverside County Fire Dep.— anent Riverside Office: 2300 Market Street. Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 -- Fax: (951 ) 955-4886 PLAN REVIEW FORM M` New ❑ Re -Submittal # ❑ As-builts .-ire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 -- Fax: (760) 863-7072 Permit No. Project information (Please Print) Q- (A 5 (p Project Name: N D f Address: V1, � x city & zip: 1-k , eA . 9 z z 63 Contact Information CONTACT PERSON:�- Mailing Address: 937 G/_ city & zip ea_cr•�-•o.,� C�q. -'/Z?-2.3 Phone No.: qm,� 02r a,130 Fax: 9',1-l--g-4� �S Rive°side County Fire Office of the Fire Marshal APR 21 2015 R4Pl1Re_,,7v37--- ceived ey I have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money du a project final - Print: Sign: C-E711 6/�,-,4' Billing Information ❑ Same as Contact Info BILL TO: AQ1 1;2c. Y �1��'� G1Q14e6 Mailing Address: / 770 4-r4o4 /eve. �5k. 240 City & Zip 121 Uei,-e, I Phone No.: ,LI_ no Fax: )c t_).( Email: r/SQe--, - , m--i �, 60A-J.1 Email: , The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type Check a ro riate items 0 Commercial ❑ Industrial ❑ Residential ❑ Special Event ❑ Other Building Ike,- ❑ Building Tenant Improvement ( New / Existing } ❑ High Fire Area Sprinkler System ❑ TI Sprinkler System Sprinkler Monitoring ] Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water 5tora a Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use • nly Fee Paid: (O te, VU Reviewed by: Called for Pick -Up L,4*+ V M Date Paid: al i 1 Date: �. By: Pc Review Date: Check#: 1 G) �1.5 55 Ell Approved De led Picked -Up f f Date: `� ,,'r�� By: Received By: Plans Stamped: ,Yes ❑No ee�� Letter Attached: Oyes ❑ShiNo pped By / Method Receipt#(OCR) U&_ Job Card Included: ❑Yes ONo ❑DBF ❑DBF ❑DBF Form i — Revised 712512012 Visit us at www.rvcfire.or