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LAQ-17-RS-025_80742 Via PessaroADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JIM JOHNSON 3/13/2017 3/10/2017 PENDING STRUC CORRECTIONS NOTE MARY FASANO 2/17/2017 2/17/2017 THE PLANS ARE OUT FOR CORRECTIONS SO I PUT THE PM10 GREEN SHEET IN THE RESIDENTIAL BIN 6A PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED JIM JOHNSON 3/10/2017 3/10/2017 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED STEPHANIE SWANSTROM 1/17/2017 1/17/2017 REVISIONS REQUIRED PLAN CHECK PICKED UP MARY FASANO 1/26/2017 1/26/2017 ARCHITECT PICKED UP PLANS PLAN CHECK SENT TO OUTSIDE PC STEPHANIE SWANSTROM 12/29/2016 12/29/2016 Description: HIDEAWAY / ALBERS / SFD Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 12/29/2016 SKH Parcel No: 777160005 Site Address: 80742 VIA PESSARO LA QUINTA,CA 92253 Approved: 3/13/2017 SKH Subdivision: TR 29894-2 Block: Lot: 163 Issued: 3/13/2017 SKH Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 4/25/2018 crw Valuation: $461,731.90 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: NEW 5326 SQ. FT. SFD. THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH, FIRE PIT, BBQ, OR WATER FEATURE. HOME IS FIRE SPRINKLED PER 2013 CRC CODES REVISION 1 - REVISED TITLE 24 ENERGY REPORT (REVISED FENESTRATION SURFACE VALUES). FIRE PERMIT #LAQ-17-RS-025 Printed: Tuesday, March 12, 2024 4:00:28 PM 1 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT ALBERS CONSTRUCTION CO INC P O BOX 238 LA QUINTA CA 92247 (949)922-3251 (049)922- 3251 ARCHITECT JIM DEFORD AND ASSOCIATES 24686 VENABLO MISSION VIEJO CA 92691 (949)922-3251 (049)922- 3251 CONTRACTOR ALBERS CONSTRUCTION CO INC P O BOX 238 LA QUINTA CA 92247 (949)922-3251 (049)922- 3251 OWNER ALBERS INC 49855 RANCHO SAN FELIPE LA QUINTA CA 0 (949)922-3251 (049)922- 3251 CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST JIM JOHNSON 3/3/2017 3/13/2017 COMPLETE PLAN CHECK SENT TO OUTSIDE PC STEPHANIE SWANSTROM 2/27/2017 2/27/2017 PLAN CHECK SUBMITTAL RECEIVED STEPHANIE SWANSTROM 12/29/2016 12/29/2016 RESUBMITTAL STEPHANIE SWANSTROM 2/27/2017 2/27/2017 TELEPHONE CALL JAKE FUSON 9/25/2017 9/25/2017 NOTIFIED BILL ALBERS THAT REVISED TITLE 24 ENERGY REPORT (REVISION 1) WAS APPROVED AND FEES WERE READY TO BE PAID IN ORDER TO ISSUE REVISION. TELEPHONE CALL JIM JOHNSON 1/23/2017 1/23/2017 CALLED JIM TO INFORM HIM THE PLANS ARE READY FOR CORRECTIONS TELEPHONE CALL JIM JOHNSON 3/10/2017 3/10/2017 CALLED ALBERS CONST CO TO INFORM THEM THE PLANS ARE READY TO ISSUE CONDITIONS FINANCIAL INFORMATION Printed: Tuesday, March 12, 2024 4:00:28 PM 2 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $654.33 $654.33 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for ART IN PUBLIC PLACES - AIPP: $654.33 $654.33 HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $76.00 $76.00 10/4/17 R28345 4478 CHECK ALBERS CONSTRUCTION CO INC AMA Total Paid for BLDG CITY STAFF - PER HOUR: $76.00 $76.00 BSAS SB1473 FEE 101-0000-20306 0 $19.00 $19.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $19.00 $19.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $25.33 $25.33 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH TEMP POWER SERVICE PC 101-0000-42600 0 $17.73 $17.73 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for ELECTRICAL: $43.06 $43.06 Printed: Tuesday, March 12, 2024 4:00:28 PM 3 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $77.52 $77.52 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $31.92 $31.92 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $152.00 $152.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $50.16 $50.16 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $311.60 $311.60 RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $38.00 $38.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $190.00 $190.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for GRADING: $228.00 $228.00 CONDENSER/COMPRES SOR 101-0000-42402 0 $190.00 $190.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH CONDENSER/COMPRES SOR PC 101-0000-42600 0 $126.65 $126.65 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH EXHAUST HOOD 101-0000-42402 0 $12.67 $12.67 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH EXHAUST HOOD PC 101-0000-42600 0 $5.07 $5.07 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH FURNACE 101-0000-42402 0 $190.00 $190.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH FURNACE PC 101-0000-42600 0 $126.65 $126.65 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH VENT FAN 101-0000-42402 0 $88.69 $88.69 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH VENT FAN PC 101-0000-42600 0 $35.49 $35.49 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for MECHANICAL: $775.22 $775.22 Printed: Tuesday, March 12, 2024 4:00:28 PM 4 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PERMIT 101-0000-42400 0 $764.10 $764.10 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for NEW CONSTRUCTION PERMIT: $764.10 $764.10 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,400.00 $1,400.00 12/29/16 R21068 4393 CHECK ALBERS INC SKH NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $243.00 $243.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,643.00 $1,643.00 BACKFLOW DEVICE 101-0000-42401 0 $12.67 $12.67 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH BACKFLOW DEVICE PC 101-0000-42600 0 $5.07 $5.07 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH BUILDING SEWER 101-0000-42401 0 $25.33 $25.33 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH BUILDING SEWER PC 101-0000-42600 0 $17.73 $17.73 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH FIXTURE/TRAP 101-0000-42401 0 $291.41 $291.41 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH FIXTURE/TRAP PC 101-0000-42600 0 $291.41 $291.41 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $38.00 $38.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $25.33 $25.33 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH ROOF DRAIN 101-0000-42401 0 $50.68 $50.68 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH ROOF DRAIN PC 101-0000-42600 0 $50.68 $50.68 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH WATER HEATER/VENT 101-0000-42401 0 $25.34 $25.34 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH WATER HEATER/VENT PC 101-0000-42600 0 $15.20 $15.20 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 $12.67 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Printed: Tuesday, March 12, 2024 4:00:28 PM 5 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES TEMPORARY POWER AOR 3/27/2017 3/27/2017 APPROVED SEWER CONNECTION JFU 4/6/2017 4/6/2017 APPROVED UNDERGROUND PLBG JFU 4/6/2017 4/6/2017 APPROVED TEMPLATE FOOTING JFU 4/13/2017 4/13/2017 APPROVED (4) TEMPLATE FOOTINGS TO ACCOMMODATE STEEL STRUCTURAL MEMBERS. GRADE BEAM JFU 4/18/2017 4/18/2017 APPROVED GRADE BEAMS AT STEEL COLUMNS. SEE JOB PLANS SHEET S1 FOR LOCATIONS. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.67 $12.67 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for PLUMBING FEES: $874.19 $874.19 SMI - RESIDENTIAL 101-0000-20308 0 $60.03 $60.03 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $60.03 $60.03 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 3/13/17 R22964 1074 CHECK RICAHRD ALBERS SKH Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$14,184.97 $14,184.97 Printed: Tuesday, March 12, 2024 4:00:28 PM 6 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 FOOTINGS JFU 4/26/2017 4/26/2017 APPROVED VERTICAL REINFORCEMENT AT FIREPLACES NOT INSTALLED AT THIS TIME. THIS REINFORCEMENT MUST BE EPOXIED INTO THE FOOTING PER DETAIL 28/SD1 AT A LATER TIME (SPECIAL INSPECTION REQUIRED). SLAB JFU 4/26/2017 4/26/2017 PARTIALLY APPROVED DOES NOT IN LDDE GARAGE. SECOND INSPECTION REQUIRED FOR GARAGE SLAB. SLAB AOR 6/6/2017 6/6/2017 APPROVED GARAGE SLAB ONLY, NO FURTHER SLAB INSPECTIONS REQUIRED. FRAMING AOR 6/16/2017 6/16/2017 PARTIALLY APPROVED PARTIAL FRAMING FP AREAS ANCHORS AND NAILING FOR LOCATIONS BEHIND MASONRY FIREPLACES AT MASTER AND GREAT ROOMS INSULATION JFU 7/25/2017 7/25/2017 DISAPPROVE D ROOF NOT YET DRIED IN, EXTERIOR PRELIM INSULATION AREAS MAY NEED TO BE DRIED IN/WRAPPED AS WELL. ROOF NAIL JFU 7/27/2017 7/27/2017 PARTIALLY APPROVED NAILING ONLY. SECOND INSPECTION REQUIRED FOR REMAINING ROOF VENT, ROOF DRAINS, AND SKYLIGHT CURB. ROOF NAIL JFU 8/18/2017 8/18/2017 APPROVED COMPLETE APPROVAL. FRAMING JFU 8/24/2017 8/24/2017 PARTIALLY APPROVED PRELIM FRAMING AT (2) AREAS ABOVE AND AROUND EXTERIOR DOORS, WHICH WILL BE COVERED BY EXTERIOR WATER RESISTIVE BARRIER AND LATH. SEE JOB PLANS FOR LOCATIONS. CONTRACTOR TO PROVIDE PHOTOS OF INSULATION AT THESE AREAS. OKAY TO WRAP JFU 8/29/2017 8/29/2017 APPROVED W/EXCEPTIO N APPROVED WITH THE FOLLOWING EXCEPTIONS:-REVISED TITLE 24 W/ ADJUSTED WINDOW VALUES MUST BE SUBMITTED FOR REVIEW-VERIFY CONDENSER DISCONNECT INSTALLATION- PROVIDE EOR APPROVAL OF SERVICE PANEL SHEAR WALL PENETRATION Printed: Tuesday, March 12, 2024 4:00:28 PM 7 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 FRAMING JFU 9/7/2017 9/7/2017 PARTIALLY APPROVED POCKET DOORS FRAMING AT (3) POCKET DOORS PRIOR TO INSULATION. CORRECTION: INSIDE WALL OF POCKET AT BEDROOM REQUIRES ANCHOR BOLTS AT 32" O.C. AGREEMENT MADE WITH CONTRACTOR FOR CITY INSPECTOR TO PERFORM INSPECTION OF EPOXY EMBEDMENT OF BOLT. ROUGH ELEC JFU 9/7/2017 9/7/2017 PARTIALLY APPROVED (3) POCKET DOORS PRIOR TO INSULATION. SEE JOB PLANS FOR LOCATIONS. ROUGH MECH JFU 9/7/2017 9/7/2017 CANCELED NOT REQUIRED PER SCOPE OF THIS INSPECTION. ROUGH PLBG JFU 9/7/2017 9/7/2017 CANCELED NOT REQUIRED PER SCOPE OF THIS INSPECTION. FRAMING JFU 9/11/2017 9/11/2017 PARTIALLY APPROVED COURTESY INSPECTION OF EPOXY ATTACHMENT OF MISSED ANCHOR BOLTS AT POCKET DOOR SHEAR WALLS. INSULATION JFU 9/11/2017 9/11/2017 PARTIALLY APPROVED PARTIAL INSULATION AT (3) POCKET DOORS. OK TO BLACK OUT POCKETS AND INSTALL SHEAR PANELING WHERE REQUIRED. FRAMING JFU 9/18/2017 9/18/2017 APPROVED W/EXCEPTIO N SP-2 WIRING MUST BE REPLACED WITH ALTERNATE WIRE TYPE. OK TO INSULATE, AND THIS CORRECTION WILL BE VIEWED AT SECOND INSPECTION. NO APPROVAL TO INSULATE AT (2) TRANSFORMER LOCATIONS, WHERE REPLACEMENT OF LOW VOLTAGE CONDUCTOR TYPES WILL BE VERIFIED. GAS LINE/TEST JFU 9/18/2017 9/18/2017 APPROVED LATH JFU 9/18/2017 9/18/2017 APPROVED ROUGH ELEC JFU 9/18/2017 9/18/2017 APPROVED W/EXCEPTIO N SEE FRAMING INSPECTION CORRECTION. ROUGH MECH JFU 9/18/2017 9/18/2017 APPROVED ROUGH PLBG JFU 9/18/2017 9/18/2017 APPROVED Printed: Tuesday, March 12, 2024 4:00:28 PM 8 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 FRAMING JFU 9/20/2017 9/20/2017 APPROVED CORRECTION RESOLVED. ROUGH ELEC JFU 9/20/2017 9/20/2017 CANCELED INSPECTION PREVIOUSLY APPROVED. ROUGH MECH JFU 9/20/2017 9/20/2017 CANCELED INSPECTION PREVIOUSLY APPROVED. ROUGH PLBG JFU 9/20/2017 9/20/2017 CANCELED INSPECTION PREVIOUSLY APPROVED. INSULATION JFU 9/25/2017 9/25/2017 APPROVED GAS LINE/TEST AOR 10/10/2017 10/10/2017 APPROVED OKAY TO WRAP JFU 10/11/2017 10/11/2017 APPROVED ALL WINDOW VALUES FROM REVISION 1 VERIFIED AND APPROVED. SINCE ALL VALUES HAVE BEEN VERIFIED APPROVAL WAS GIVEN TO CONTRACTOR TO REMOVE LABELS FOR CLEANING PURPOSES AS NECESSARY. DRYWALL NAIL JFU 10/11/2017 10/11/2017 APPROVED TEMP USE OF PERM PWR JFU 2/13/2018 2/13/2018 APPROVED W/EXCEPTIO N SYSTEM GROUNDED AND OUTLETS PROTECTED, HOWEVER NOT ALL CIRCUITS HAVE BEEN LANDED AT OCPD'S. SECOND INSPECTION REQUIRED. NOTE: 50A CAR CHARGER OCPD MUST BE DOWNSIZED TO 40A AS #8 NM CABLE WAS UTILIZED FOR THIS CIRCUIT. SYSTEM GROUNDED AND OUTLETS PROTECTED, HOWEVER NOT ALL CIRCUITS HAVE BEEN LANDED AT OCPD'S. SECOND INSPECTION REQUIRED. NOTE: 50A CAR CHARGER OCPD MUST BE DOWNSIZED TO 40A AS #8 NM CABLE WAS UTILIZED FOR THIS CIRCUIT. Printed: Tuesday, March 12, 2024 4:00:28 PM 9 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 TEMP USE OF PERM PWR JFU 2/13/2018 2/13/2018 APPROVED W/EXCEPTIO N SYSTEM GROUNDED AND OUTLETS PROTECTED, HOWEVER NOT ALL CIRCUITS HAVE BEEN LANDED AT OCPD'S. SECOND INSPECTION REQUIRED. NOTE: 50A CAR CHARGER OCPD MUST BE DOWNSIZED TO 40A AS #8 NM CABLE WAS UTILIZED FOR THIS CIRCUIT. FINAL FOR OCCUPANCY RGR 4/20/2018 4/20/2018 APPROVED FINAL**AOR 4/20/2018 4/20/2018 DISAPPROVE D CORRECTIONS:-AIR GAP REQUIRED AT DISHWASHER AND ICE MAKER.-IN USE COVERS REQUIRED AT EXTERIOR RECEPTACLES.-FIRE FINAL NOT YET PERFORMED.-SHUT OFF VALVE REQUIRE BEFORE SEDIMENT TRAP.-INSULATE WATER LINES AT HEATERS.-ADDRESS TO BE ON THE BUILDING.-CAPS REQUIRED AT CLEANOUTS.- HERS PAPERWORK LEFT ONSITE. FINAL**JFU 4/24/2018 4/24/2018 DISAPPROVE D -PROVIDE AIRGAPS AT DISHWASHER #2 AND ICE MAKER -PROVIDE HERS PAPERWORK FINAL**JFU 4/25/2018 4/25/2018 APPROVED ALL PREVIOUS CORRECTIONS RESOLVED. FINAL HERS DOCUMENTS ATTACHED. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS (3 WK)JIM JOHNSON 12/29/2016 1/23/2017 1/23/2017 REVISIONS REQUIRED 1ST BLDG STR (3 WK)KURT CULVER 12/29/2016 1/23/2017 1/12/2017 REVISIONS REQUIRED 1ST PW GREEN SHEET AMY YU 2/15/2017 2/22/2017 2/16/2017 APPROVED- CONDITIONS SUBJECT TO THE HIDEAWAY DRC APPROVAL OF THE GRADING OUTSIDE OF THE PROPERTY IN THE BACK. SEE ATTACHED HIDEAWAY DRC LETTER GIVING CONDITIONAL APPROVAL PARENT PROJECTS Printed: Tuesday, March 12, 2024 4:00:28 PM 10 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/21/2017 ARMANDO MAGALLON GREEN SHEET 2-21- 17.pdf GREEN SHEET 2-21- 17.pdf 0 DOC 3/13/2017 ARMANDO MAGALLON WASTE MANAGEMENT LETTER 3/13/17 WASTE MANAGEMENT PLAN BRES2016- 0377.pdf 0 DOC 1/13/2017 AJ ORTEGA 1ST REVIEW STRUCTURAL FEE SHEET BRES2016-0377 - 1ST REVIEW STRUCTURAL FEE SHEET.pdf 0 DOC 1/13/2017 AJ ORTEGA 1ST REVIEW STRUCTURAL CORRECTIONS BRES2016-0377 - 1ST REVIEW STRUCTURAL CORRECTIONS.pdf 0 DOC 3/10/2017 AJ ORTEGA 2ND REVIEW STRUCTURAL TRANSMITTAL (APPROVED) BRES2016-0377 - 2ND REVIEW STRUCTURAL TRANSMITTAL.pdf 0 DOC 5/7/2018 AJ ORTEGA FINAL HERS VERIFICATION DOCUMENTATION (REVISED - CF2R) BRES2016-0377 - FINAL HERS VERIFICATION DOCUMENTATION (REVISED - CF2R).pdf 1 BOND INFORMATION 2ND BLDG NS (2 WK)JIM JOHNSON 2/27/2017 3/13/2017 3/3/2017 APPROVED- CONDITIONS 2ND BLDG STR (2 WK)KURT CULVER 2/27/2017 3/13/2017 3/9/2017 READY FOR APPROVAL FIRE KOHL HETRICK 8/7/2017 8/21/2017 8/8/2017 APPROVED RFSPK PC LETTER OF CONDITIONS POSTED IN ATTACHEMENTS 1ST BLDG NS (1 WK)JAKE FUSON 9/18/2017 9/25/2017 9/25/2017 APPROVED REVISION 1 REVISION 1 - REVISED TITLE 24 ENERGY REPORT (REVISED FENESTRATION SURFACE VALUES). Printed: Tuesday, March 12, 2024 4:00:28 PM 11 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/7/2018 AJ ORTEGA FINAL HERS VERIFICATION DOCUMENTATION (REVISED - CF3R) BRES2016-0377 - FINAL HERS VERIFICATION DOCUMENTATION (REVISED - CF3R).pdf 1 DOC 2/16/2017 AMY YU HIDEAWAY DRC LETTER HIDEAWAY DRC LETTER.pdf 0 DOC 4/26/2017 JAKE FUSON FORM CERTIFICATION BRES2016-0377 - FORM CERTIFICATION.pdf 1 DOC 9/20/2017 JAKE FUSON RFI - REVISED SHEAR WALLS AT SERVICE PANEL OPENING BRES2016-0377 - RFI - REVISED SHEAR WALLS AT SERVICE PANEL OPENING.pdf 1 DOC 9/20/2017 JAKE FUSON RFI - ALTERED DOOR AND OPENING AT DINING ROOM BRES2016-0377 - RFI - ALTERED DOOR AND OPENING AT DINING ROOM.pdf 1 DOC 9/20/2017 JAKE FUSON STRUCTURAL OBSERVATION RPEORT BRES2016-0377 - STRUCTURAL OBSERVATION RPEORT.pdf 1 DOC 4/25/2018 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2016-0377 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 4/25/2018 JAKE FUSON FINAL HERS VERIFICATION DOCUMENTATION BRES2016-0377 - FINAL HERS VERIFICATION DOCUMENTATION.pdf 1 DOC 1/23/2017 JIM JOHNSON 80-742 VIA PESSARO.docx 80-742 VIA PESSARO.docx 0 DOC 3/3/2017 JIM JOHNSON SCHOOL FEES BRES2016- 0377.pdf SCHOOL FEES BRES2016- 0377.pdf 0 Printed: Tuesday, March 12, 2024 4:00:28 PM 12 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/9/2017 KOHL HETRICK FIRE - RES SPRINKLER PC - APPROVED LAQ-17-RS-025 - ALBERS RESIDENCE - RFSPK PC - APPROVED.docx 0 DOC 2/10/2017 STEPHANIE SWANSTROM GRANT DEED 2-10-17 Albers Lot 163 Grant Deed.pdf 0 DOC 2/27/2017 STEPHANIE SWANSTROM 2ND SUBMITTAL CORRECTION LIST AND RESPONSES 2ND SUBMITTAL BRES2016-0377 CORRECTION LIST AND RESPONSES 2-27-17.pdf 0 DOC 3/15/2017 STEPHANIE SWANSTROM CERTIFICATION OF BUILDING AREA - SCHOOL FEE RECEIPT 80742 VIA PESSARO CERTIFICATION OF BUILDING AREA - SCHOOL FEE RECEIPT 80742 VIA PESSARO.pdf 0 Printed: Tuesday, March 12, 2024 4:00:28 PM 13 of 13 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0377 GENERAL NOTES - NFPA 13D 1 AWTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, CRC APO EDITION AND AUTHORITY HAVING JURJSDICT70N GUIDELINES. 2. 77-1IS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY HEM GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE N077FIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REOUESTED INSPECTION 3. 7HF INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TEST COMPLETE THE CONTRACTORS MATERIALS AND TEST CER77FICATE AND FORWARD TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR FINAL APPROVAL OF THE INSTALLA T70N 4 NOTCHING, DRILLING OR OTHER WISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE THE CALIFORNIA BUILDING CODE. 5. TYPE OF PIPE SHALL BE U.L. LISTED CPVC PIPE, COPPER TYPE M OR STEEL PIPE. SEE RISER DETAIL AND FIRE SPRINKLER PLANS CPVC PIPE SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS 6 SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED, NFPA 13D, 2Q16 EDITION, SECTION 5.1.12 .Ai 7. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION. 8. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBERS PER THE NFPA 130 GUIDELINES. PIPE CLAMPS AND SCREWS SHALL BE U.L. LISTED AND INSTALLED IN ACCOROANCE WITH THE INS TALLATON GUIDELINES 9. THE SPACING AND LOCATION OFSPRINKLERS HALL CONFORM WITH THE MANUFACTURE REOUIREMENTS AND ]NOSE CONTAINED IN NFPA 13D, CRCC2_016_)EDV770N.Zj 10 LOCAL WATER FLOW ALARMS SHALL BE PROVIDED ON ALL SPRINKLER SYSTEMS IN HOMES NOT EQUIPPED WITH SMOKE ALARMS OR SMOKE DETECTORS IN ACCORDANCE WITH NFPA 72 NFPA 13D, 2016 EDITION, SECTION 76. 11 SMOKE DETECTORS TO BE INSTALLED BY OTHERS 12. RESIDENTIAL CONCEALED ORDINARY TEMPERATURE SPRINKLERS ARE UL, LISTED, SEE PLANS FOR INSTALLATION SPACING 13. RESIDENTIAL PENDENT INTERMEDIATE TEMPERATURE SPRINKLERS ARE U.L. LISTED, SEE PLANS FOR 1NSTALLA77ONS SPA CING. 14. OUICK RESPONSE UPRIGHT INTERMEDIATETEMPERATURE SPRINKLERS ARE U.L. LISTED, AND SHALL BE INSTALLED AT ATTIC FUEL FIRED F.A.U.. i 15 WHERE A FIRE DEPARTMENT PUMPER CONNECTION IS PROVIDED, THE SYSTEM SHALL BE HYDROSTATICALLY TESTED TO NORMAL OPERATING PRESSURE WITHOUT EVIDENCE OF LEAKAGE, NFPA 13D, 2016 EDITION, SECTION np-12 . 16. FIRE STOPPING REQUIREMENT PENETRATIONS THRU RATED WALLS AND FLOORS SHALL BE SEALED W/ A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REOUIREMENTS OF THE TEST STANDARD SPECIFIC FOR THE FIRE STOPS A.S.TM-E-814. (BY OTHERS) r RISER LARK a RATED WALL DETAIL GARAGE/DWELLING GARAGE/DWELLING COMMON WALL TYP. COMMON WALL TYP. GYP. BOARD LINED JOIST BAY, EQUAL GYP. BOARD BTWN. TO RATED WALL FURRED WALL L°Q� 14-112" FIRE SPRINKLER RISER WI INTERIOR ACCESS PANEL (14-V2"x24") TYP. WAN JOUST 13AY DRAIN LINE TO EXT. OR DRAIN (IF APPLICABLE: W/ RELIEF VALVE) WJ N JOB;r BAY {111aILY: GYP. BOARD LINED JOIST BAY, EQUAL TO RATED WALL WAN JOIST BAY ONLY- FIRE CAULK ALL JOIST BAY PENETRATIONS, EQUAL TO RATED WALL 14-112" FIRE SPRINKLER RISER WI INTERIOR ACCESS PANEL (14-112"x24") TYP. I ALT WI011 FURRED WALL. (FIRE CAULKING NOT REQU) 14-112"IL FRONT VEW AUX. DRAIN DETAIL FROM FIRE SPRINKLER SYSTEM AUX. DRAIN SIGs' 112" KEYLESS HOSE BIE C.P. V.C. PIPE DIMENSIONS SDR 13.5 (ASTA4 F442) _ - (INCHES) - NOMINAL OUTSIDE INSIDE TUBE + WATER SEE DIAMETER DIAMETER LBS.IFT- 3J4' 1.050 0.874 0.168 1" 1.315 t10i 0,262 1-114' 1.660 1294 0,418 1-1I2' 1900 1.598 0.548 2' 2.375 2.003 0.659 2-1J2' 2.875 Z423 1.257 3' 3.500 2.951 1.867 COPPER TUBE TYPES L AND M PIPE DIMENSIONS (INCHES) NONINAL SIZE OUTSIDE DIAMETER INSIDE DIAMETER TUBE + WATER LBS.IFT. TYPE: L -- M L 0.785 M _ 0.811 L M 314' 0.875 0.875 0,664 t01 0.551 0.843 1" IJ25 1.125 1.025 1.055 1-1j4" 1.375 1.375 1.265 1.291 1.43 t25 1-110 1.625 1.625 005 1.527 t91 1.73 2` 2125 2-125 1.985 2,009 3.09 2 83 2-1 T 2.625 2.625 2465 2A195 454 4.14 NNE HANGER SPACING TABLE PER NFPA 131 MAXIMUM DISTANCE BEEN HANGERS NOMINAL PIPE SEE 314' 1' 1-114' 1-1J2' 2' 2-11Z 3' 3-11Z 4' 5' 6' 8' STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 12'-O' 12'-0' 16-9 15-0' 164 64 15-9 16-V T-7 V-(r U-0' $TEEL IP L1C ;TWALL THRCOPPER NIA 1 4 12'-0' T-V 12 -V 12'-0' 7-V NIA NIA NIA NIA NIA MBE 8'4 8'-T 194 19-9 12'-0' 12'4 12'-D' 16-9 164 164 151-V 15'-a' CPVC 1 5-6' 1 6'-T 1 6'-0' 1 7-9 F-9 91-0' NIA NIA NIA N/A N/A DWTILE IRON PIPE NIA NIA NIA NIA MIA N/A 111- '-0' NIA ; 16-0' N/A 15'-0' 15-0- PER NFPA 130 ZOD D_ ITION 3.31 i COMPARTMENT. A SPACE COMPLETELY ENCLOSED BY WALLS AND CEILINGS EACH WALL 1N THE COMPARTMENT 1S PERMU' ED TO HAVE OPENINGS TO AN ADJOINING SPACE 1F THE OPENINGS HA VE A MINALIUM LAVTEL DEPTH OF 8 IN FROM THE CEILING AND THE TOTAL WIDT7H OF THE OPENINGS IN A SINGLE WALL DOES NOT EXCEED 8 FT IN WIDTH A SAVGLE OPENING OF 36 IN OR LESS IN WIDTH WITHOUT A LINTEL IS PERMITTED WHEN THERE ARE NO OTHER OPEAY W TO ADJOINING SPACES 62.7 CLOSETS HV ALL CLOSETS AND COMPARTMENTS INCLUDING THOSE HOUSING MECHANICAL EQUIPMENT; THAT ARE SMALLER THAN 400 FT3 PENDENT UPRIGHT AND SIDEWALL RESIDENTIAL SPRINKLERS SHALL BE PERMITTED TO BE IAISTALLED IN EITHER OF THE FOLLOWING SITUAWNS (1) WIT7-TIN 18 #V. OF 77-rE CEILING TO AVOID OBS'TRUCPONS NEAR THE CEILING (2) AT THE hr*EST CEILING LEVEL WITHOUT REGARD TO OBSMUC770NS OR MAVAIdUW DSTANCES TO WALL 8.2 5,, 60 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULA77VE DRY AREAS DO NOT EXCEED 15 SOFT PER SPRA'VKLFR 632 SPRINKLERS SHALL NOT BE REQUIRED BATHROOMS UNDER 55 SOFT AA D LESS 8..3 SPRINKLER SHALL NOT BE REQUIRED IN CLOTHES CLOSETS,LINEN CLOSETS AND PANTRIES T7HA T MEET ALL OF THE FOLLOWING CONDITIONS, I THE AREA OF THE SPACE DOES NOT EXCEED 24 SOFT 2. THE WALLS AND CEILINGS ARE SURFACED WTH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220 8.34* SPRINKLERS SHALL NOT BE REQUIRED IN DETACHED GARAGES, OPEN A7TACJHED PORCHES, CARPORTS AND SIMILAR STRUCTURES. 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED AV ATTICS WITH OR WITHOUT STORAGE, PENTHOUSE EQUIPMENT ROOMS, ELEVA TOR MACHINE RCOMC CONCEALED SPACES DEDJCA TED EXCLUSIVEL Y TO AND CONTAINING ONL Y DWFLLAVG UNIT VEN77LATION EQUIPMENT FLOORICE7'LING SPACES ELEVATOR SHAFTS] CRAWL SPACES AND OTHER CONCEALED SPACES THA T ARE NOT USED OR rr�TENDFD FOR LMNG SPACES 8.3.5.1 SUCH SPACES THAT CONTAIN FUEL -BRED FOUIPMENT SHALL ALSO' (FLY WITH 8.3.5..11 OR 83512 63,511 WHERE THE FUEL FIRED EOUIPMENT JS ABOVE ALL OF 7HF OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PRO TFC77ON SHALL BE REQUIRED,: 8.3.5 t2 WHERE FUEL -FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE DWE•LLWC AT LEAST ONE QUICK -RESPONSE NTERMEDIATE TEMPERA TURE SPRINKLER SHALL BE INSTALLED ABOVE THE EQUIPMENT OR A T THE WALL SEPARATING THE SPACE WITH WITH T7-JE FUEL-FRED EQUIPMENT FROM THE OCCUPIED SPACE. 8.3.6 SPRINKLERS SHALL NOTBE REQUIRED IN COVERED UNHEATED PROJEC77ONS OF THE BUILDING AT EN7RANCESIEXTS AS LONG AS THE DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. 838 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND,XTFRICR CLOSETS (REGARDLESS OF SIZE) LOCATED ON EXTERIOR BALCOME$ EXTERIOR BREEZEWAYS/CORRIDORS, OR ACCESSED FROM OUTDOORS WHERE IHE CLOSET DOES NOT HAVE DOORS OR UAFROTFCTFD PENET RA77M DRECTL Y INTO TTHE DWELLING UNIT. A-1710 (PIPE STRAPARM OVER DETAIL - SLOPED ROOF SEE NOTES OO F 'CRUSE OR AFTER �- UPRIGHT SPRIG -UP MAIN LINE WOOD TRUSS HANGER I OR JOIST 1J2" OR 3I8" GYP. BOARD TYP. UPRIGHT, PARALLEL W1 ROOF (IF APPLICABLE) BRANCH LINE 6" MAX. FIRE SPRINKLER TJI OR JOST NPE HANGER/ARM OVER DETAIL - INTERSTMAL SPACE TJI FLOOR FRAMING SCREW WJ BACKING NUT PIPE HANGER TYP. TJI JOIST -� 2"x WOOD BLOCK TYP, 6" MAX. TYP. JOIST FLOOR FRAMING 1 SCREW MAIN LINE TYP. FIRE 112" OR 318" GYP, BRANCH LINE TYP. SPRINKLER BOARD TYP. SOFF 1 PIPE RANGE 3 DETAIL 2x_ EQ. WOOD JOIST TJ I 112', MAX, N MAXIMUM HANGER ALTERNATEMAXIMUM PER NFPA 13 (SI=F PLANS) GST20 SAMMY SCREW (PRE -DRILL @ MID. OF BM,) 3I8" ALL THREAD ROD NOTE: GST20 SAMMY SCREW MUST EXTEND MINIMUM 3116" AI3V. TOP OF BOT. FLANGE 2" MAX. FIRE SPRINKLER PIPE CPVC, COPPERT OR STEEL (SEE PLANS) RING HANGER PIPE HANGER DETAIL NOT TO SCALE PIPE SIZE: INSTALLATION SEE BELOW. * MOUNTING POSITION - TOP, BOTTOM OR SIDE U.N.D. * 1J4" TEK TYPE SCEWS PROVIDED. D TEK TYPE SCREWS TYP. 314" TKRU 3" PIPE OFFSET HANGER TYP. DOUBLE 314" THRUI 2" PIPE FASTNER STRAP TYP. SIDE MOUNTED DOUBLE FASTENER STRAP TYP. 314" THRU 2" PIPE -MOUNTING POSITION - TOP & BOTTOM f CIVIL PLAN DESIONE,D BY- ESSI ENGINEERING 77-570 SPRlN[*7EL0 LAI* SWE C PALM DESERT, CA 92211 o PHONE ' (760) 772-S" CON-ACr ESFANDIAR SHAHANVEH -2 CITY MAIN Gape R SRC 3� 405 ---- - 111 52th AVE. �T 86 C� PRQJECT Z SkT_E Fr 7 6� w p p � u- - °¢ O VIA PESSARQ g NORTH 54th AVE. ItCAUTION THIS BUILDING CONTAINS A CPVC FIRE SPRINKLER SYSTEM THIS CPVC FIRE SPRINKLER SYSTEM JS A LIFE SAFETY ASSEMSL Y AND MUST BE TREA TED CAREFULLY. PLEASE READ THE FOLLOWING BEFORE ANY ACTIM WWH COULD CONTACT THIS SYSTEM CPVC P#W COMPONENTS MAYBE DAMAGED BY CERTAIN SUBSTANCES AA0 CONSTRUCTION PR.4 C7TCES • DO NOT STACK,. SUPPORT HANG EQUIPMENT; OR HANG FLEXIBLE WIREICABLE (ESPECIALLY 00MWMCATTONS CABLE), OR OTHER MA MWAL ON THE FA9E 8FMVKLER SY.97EM • ONLY SYSTEM CC AWA77RLE MA7;E•R1ALS AVCLlDM BUT NOT LIMITED TO SOLVENT CEMENTS, CAULKS, SEALANTS, CUT % OLS AND THREAD PASTES AS N07ED ,N MANUFACTTJRE'S AVSTALLA7UV RSTAUC770NS SHOULD BE USED N CONTACT WITH 77-6 SYS7FM. • DO NOT EXPOSE CPVC PRODUCTS TO AV OWAT BLE SUBSTANCES SUCH AS CUTTING OILS, NON -WATER BASED PAN75, PACK,dWG OILS, TRADITIONAL PIPE D-#EAD PA67EAAD DOPE, RWaAnLL-8,, 0RiLt477C1DE5, A SEOUDES, DFTERGEIVTS BUILDING CAU.KS, ADHESIVE TAPE, SOL.DST FLUX, FLEXIBLE WIREICABLE 41THSPEC14L CCAWERA 77ON FOR COM141Uh9'CATIOM CABLM), AVD NON -APPROVED SPRAYFOAM Mu LA71ONMA7EML5. DO NOT EXPOSE CPVC PRODUCTS TO 5I;RE Off-6 SOLVENTS, OR GL YCCL-BASED AN77-F7?EEZE FLUDS • 00 NOT EXPOSE CPVC PRODUCTS TO OPEN FLAMIE, SOLDER AND SOLDERW FLUX. DO NOT DROP, D&TOK OR IMPACT CPVC PROLW7S OR ALLOW OBJECTS TO BE DROPPED ON TNFM. • DO NOT HANDLE CPVC PRODUCTS WITH CXOVES CONTAMWATIED W77H OILS (HYDROCAR90AS) OR OTHER AVCCWA7;BLE MA 7ERALS. FAL URE TO FOLLOW TT & NOTICE MAY CAUSE CRACKS OR (RAC: TUES TO DEVELOP 1N CPVC PRODL+C7S RESUL RNG IN PROPERTY DAMAGE AND PERSONAL AVWURY DUE TO LEAKS OR I=LOODAVC TIE PRESENCE OF ANY VISIBLE CRACKS MAYREQU#TE PAR77AL OR RXL SYSTEM REPLACSIEWF, FOR ADDRMAL A'VFORMA770N CONTACT 77-E GENERAL CONTRACTOR THE FRE SPWLER SYSTEM N57ALLER OR THE CPVC MANL FACTURER. ATTIC CPVC TIE PROTECTION / INSULA ! N TE9flNG DM AIL -� (BY OTHERS) CPVC PIPE ON BOT. CHORD OF ROOF TRUSS UNDER BATT INSULATION. WIIN ATTIC TYP. ($Y OTHERS] - • MIN .. ..., � t r CPVC PIPE TYP. BATT CEILING -� INSULATION (TYP.) SPRINKLER BELOW 318" GYP. BOARD OR 112" PLYWOOD BATT INSULATION (TYP.) CPVC PIPE ON BOT. CHORD OF ROOF TRUSS UNDER BAIT INSULATION WAN ATTIC TYP. (BY OTHERS) 12" MIN. 12" MIN.` • 3I8" GYP. BOARD CEILING INTERIOR OR 112" PLYWOOD \ SPRINKLER SPACE 1" LUATER METER INSTALLER TO VERIFT LOCATION IN FIELD I' MAIN DRAIN TO EXT. OR DRAIN II TO pdhiFS I IL_ IN -LINE G1-1FCK VALVE TO I RRAGAT I ON CONTROL vALVE- MAIN CONTROL VALVE_ MAIN DRAIN STUB OUT G-ROUND LINE s 2' pvC 1J� V DCWT"Y MAP NOT TO SCALE WATER BLOW STA TIC PRESSURE .............. 66.88 PSI 1QX SAFETY FACTOR RESIDUAL PRESSURE. ........... ....... : 60-1 ofo 0 PSI PSI FLOW.. . ... .............. V. -woo- GPM FROM: COACHELLA VALLEY WATER DISTRICT DATE - 612612017 /1 /2\ SYT. I 5gEET D1SCRf7TON FS-01 GENERAL (VOTES, PROJECT DA TA AND DETAILS FS-02 SITE PLAN FS--03 FIRE SPRINKLER PLAN SCOPE OF WORK DESIGN AND INSTALLAT70N OF ALL OVER HEAD PIPING AND SPRINKLER HEADS FOP FIRE SPRINKLER SYSTEM. POINT OF CONNECT70NS FOR RESIDENTIAL. FIRE SYSTEMS IS LOCATED AT WATER SUPPLY PROVIDED BY OTHERS. SEE RISER DETAIL AND FIRE SPRINKLER PLANS FOR LOCATIONS /i\ PROJECT DDATA BUILDING CoOi^ID ;1,6PRC, GEC, CMC, CPC, CEC, CFC, CA. GBSC, TITLE 24, ALL APPLICABLE LOCAL CODES -1- ORDINANCES OCCUPANCY GROUP- R-3 + U CONSTRUCTION TYPEV---B AUTHORITY HAVING JURISDICTION RIVERSIDE COUNTY FIRE DEPARTMENT NFPA STANDARD= NFPA 13D, 2016 EDITION i LEGEND FIRE SPRINKLER SYMBOLS f .P1d :5�Y BB• TY> S 1 SYSTEM COMPONENTS (sEE PLAALS , ©R APPLE rmmsgmh 1= IM RESIDENTIAL FLAT CONCEALED 1�0 FIRE SPRINKLER RISER MANIFOLD (PERRsER DrrAL, sa-,-y-AAs ) o- RESIDENTIAL FLAT CONCEALED SIDEWALL O DROP OR RISER BETWEEN FLOORS RESIDENTIAL RECESSED PENDENT (NmavmATE 7 An#ZF) \ HANGER (sTAAP) RESIDENTIAL RECESSED PENDENT f wTmwofATE TEWER n*LF) X RING HANGER RESIDENTIAL RECESSED SIDEWALL I# INDICATES PIPE MATERIAL CHANGE OR RECESSED PENDENT f rxATF 7E� #s,?A n*e U �# HYDRAULIC NODE POINTS f a� cALC2� 4 7s❑ SEE PLANS) O.R RECESSED PENDENT f TawL=RA n*L- U r-1 PIPE CAP ( SEE PLAAG + SYMBOL INDICA T FS SPRINKLER ON CANOPY (4) FaM� 17VSPECTOR TEST oR AUXILIARY DRAIN (F APPLICABLE SEE FLAW) O.R UPRIGHT 1 J SMOKE RELAY (FAPPLCAaE, A b7ALLEV BYOTHE�, s-EPLANS) ( AP SPECIFIC APPLICATION UPRIGHT INTERIOR HORN e y=aPPL.lCASLE, A eTALLW 8r 07 ,E qEE PLANS) �C SYMBOL INDICATES UPRIGHT ABOVE CALIFORNJA FRAMING HORN STROBE C k- APPLICA&.F fhCSTALLEL3 8Y OTJEW, SEE PLAhtS PIPE TYPES L a5E PLAw PaR APPLfBJ rrPEs ELECTRICAL BELL (IF APPLCAR_E A GTA= BY err -,ER& SEE PL A S INDICATES CPVC PIPE - _ - .,..- _. - - - - - - ` - - - - - - - - _ INDICATES COPPER PIPE Pi FIRE DEPARTMENT CONNECTION f jF APPLLCAmE sa-_ PLAw -- - - - ......- - - .. - . - -- INDICATES STEEL PIPE i 5T R I 5TEEL CFvG MANLF9TUFER moi)EL, 5.IN. TEMP. K-FACTOR ORIFICE NET. lit' FINISH PESCRIFTO PEW�ITY 61 VIKING VK41g4 VK494 200` 4.9 -- 7I16" WPITE RES- FLAT CONCEALED OZEEl 9 GLOBE GL4'�10 GL4910 175' 4.9 3116" 112, WPITE RE5. FRECESSED F~IENDENT 0,05 Q 3 VIKINCa VK300 VK300 200' ',.To 112' 1/2, 5R455 a_R. UPRICa�+T 0.10 -i :TOTAL fl. TO OVEFF HEAD '1 10 6PRINKL ER $YSTEi SPARE HD.BOX A WRENCH r - I- 14,2 "x24"ACCESS 4ANEL I I 300 P5I FDRE55URE rzrAUCx1= I II I� L M, I ° CPvc CHECK vALVE � I CPvG .a .2 .-� E' COOPER 2' PVC; To I" COFFER ADAPTER EOINT OF CONNECTION FOR RE:5IDENTIAL FIRE 5TTSTEM5 INC. NOT TO SCALE RISER DETAIL NOTES UNDERGROUND WATER SUPPLY ON DETAIL SHOWN FOR REFERENCE ONLY AND INSTALLED BY OTHERS UNDERGROUND WATER SUPPLY LENGTHS ARE OF WORST CASE SCENARIO AND ARE REFLECTED ON RISER DETAIL A$ WELL AS HYDRAULIC CALCULATIONS Riverside County Fire office of the Fire Marshal Ai} 0 `► 2017 Received DE&UV AND INS]`ALLA 77OJV BY RESIDENTIAL FIRE SYSTEMS INC 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL- 1-800-635-1656 FAX: 714-666-2978 C-160 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEMNG PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER: ALBERS CONSTRUCTION COMPANY. INC. PO BOX 238 LA OUINTA, CA 92247 Qt �IV ) PROJECT TEAM PROJECT DESIGNER: BORNA B. R.F.S. 1st REVIEW: MAX C. R.F.S. 2nd REVIEW; GABE V. PROJECT SUPERVISOR- GABE V. FOR RESIDENTIAL FIRE USE ONLY DATED BA04k WS AFN! 2115j17 I at. 211Vii W. DECO.: NONE AVM -AEU F RE MASTER: NOW AVAILABLE utl. • L' IJ+ u MLLI'1 • I(j IOr IO STRICT 12120{i6 PLl1tuB � NONE AVALABLE f]ELTA REVISIONS DATE QRIVERSIDE COUNTY FIRE 6 J27117 DEPARTMENT REVISIONS aRIVERSIDE COUNTY FIRE 7f3117 DEPARTMENT REVISIONS LICEN E S TAMP clX N coly RESIDENTIAL FIRE Jrc SYSTEMS INC.. ► C-16 f 786M DR 11130/18 oc SHEET TITLE - GENERAL NOTES, FROJECT DATA AND DETAILS JOB # DATE: 10763 3/29/2017 SCALE SHEET -01 VARIES FS I' 10m 005) (1006) ' � Residential Connection Charge Estimate Customer Name: { f• . �blbers Phone No. Parcel No.€z: :Ll5; E', Ge 411 a.Fi' G ; Address:': :: .. .lira - �1'0 1 . _�; D. 601 Ruck fEt. _. 3: P c ¢� I i�, �j 4 � , Lot {Vn. 3 ;;' wi _�....�.5ize of L❑t:4,1-1:.; �.t. Tract Ago. Type of Service: R_1: Duplex: El Triplex: Apts: ^JI SWSG "; WSBF-C: SCC: Meter; Meter surcharge: Service: Meter & Service: Backflow: Other: Sewer Lateral:' .• .. ,' ;4 i.0 Treatment: $2,436/edu collection: �2,415/edu .. — ... - Meter Size: :t66I1� fi^ Total: $ 9,73S 74 �chnlclan: Rubern-M.antiei Information Supplled By Customer Domestic Water Demand* Max. Now= 25 gplfl °� Min_ Pressure= 40:� ..:."," <. o .. 4` Fire So rinkler Remand* Max. Flovi-.. 313 Min. Pressure= 4U,5: . p; re System TVAe: Multi Stand Alone * CVWD USES WORSTCA5ECONDiTION Ca`cuhtions: Pz= LaRe Call Uilla FIGL= 145 5 RE&N= 6725 RES.IHT= 32 PROP, ELFV::. 7 . PS 15 or, TRY: ire Sprinkler Demand The rnet2r sizing, isfor plan Check purooses Ai an Notes: Tract 29894-2, Hideaway. Per Agreement no WSBFC and only TFC of'5CC. Dwg. 31123 a 1" Svc exists Dwg. 31iO4 a 4" lat exists. PZ 17-7797 CVWD System Data Service Connection" Max. Flow-`= gPr1 Inlet Pressure'= -. o� psi '. • �4 ¢' Outlet Pressure='.29 PSi Meter Size Service s€zeM.. !'t1C}k t Prior to Pressure Re u lati ng VaNe ,, .. *' For Calculation Purposes- Service Connection includes: service Connection Pipe=50', Meter Stop, Meter, check Valve & shut Off Valve "METER � � .. SERVICE 66.&8 60 p51 �� ' r'- riO� HLStt�er= 5.3fi :.. C l etc. 20.53 JN0. C56t 95 rl. — - P € 49.99 > 40.5 pSi M 14� 31.30 GPM 9K to Provide Service resides with the Rate the project. THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND 15 A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc_ DEVELOPER; ALSERS CONSTRUCTION COMPANY. INC, PO BOX 238 LA OUINTA, CA 92247 PROJECT TEAM - PROJECT DESIGNER- BORNA B. R.F.S. 1st REVIEW; MAX C. R.F.S. 2nd REVIEW: GABE V. PROJECT SUPERVISOR GABE V. 0 FOR RESIDENTIAL FIRE USE ONLY +� DATED BACKW NCS : ARCH: 2ftiv CW 21flri7 W. CEO.: NOW AVAI B F ROE: MASTER : NONE AVAILABLE E LEC , 21VI7 €�IECH : 12/46/16 STRLICT = V120f 6 PLUMB ; NONE AVAILABLE =L)ELTA DATE REVISIONS 6127/'17 RIVERSIDE COUNTY FIRE DEPARTMENT REVISIONS RIVERSIDE COUNTY FIRE DEPARTMENT REVISIONS LICENSE STAMP C70 CO��'Is �'� #iESmENTIAL F�3E �C'a 171611 v� . n13al�a g� SHEET TITLE - pp CI�prL� PL9��gg SITE FLAN 9N7tl ESSI ENGINEERING 77-570 SPRING,FIE'LD LANE, SUrrE C JOB # i DATE,PALM ,DESERT, CA 92211 PHONE : (760) 772-�?400 10763 3/29/2017 CONTACT: ESFANDIAR SHAHANDEH SCALE- SHEET- 1/8"=1'_0n FS-02 0 SITERLAN NORTH SCALE -5edroorn 6�L DN5 71 n F-] n n F-1 n n F7 F-1 F7 [—I— -7 T -7 -7 [-1'- T- 1'- 7 -T wT -T - - T 11 11 11 11 it j� 11 11 �� Livir) 14, -1. C LVII 1 1 Of-14N ITO Ex4E�IOR Ba r c� 7'-11 1101-21p 4 ROOM I col 71-1 1 P1 14r-5'1 5F-711 14'-0' DN2' DN2' IN -h V ce) 2 -1 -C f') 46- y , P5 F 77, li T- 17 F-1 711-TT-] -F 17 l T 1`7 T-1 7 4 N UP2' .12 1 t Gre I = 0 U2 , L0 IRO M t L I I I X I 14 -0 1 00 �-j 5'-4 \xj 11 I I io il, I I I I I I�pp�cRqtrea I 'Lf2k 1 1 1 lvix 1119 111 19 L Zb 141 1 1 1 1 1 1 1111114 111 1 1 1 1 1 1 I I I co b CID ULIJ ulljD11-i Ulu Ulu -0 461- 1 1 1 1 -6 1 1 1 I \ I M \ I I "I r---- Hall i- I I I I I I I I I I U 10'- IN CLG. N 15,-10" F----— — — — -- U') ----------------- - — — — — — — — — — 1-1 Tri—I 9'-2" 21-211 El 2ro cuft El I Her L . 21' - -4 N 71-711 Master 4'- 141� 0) er -1 OD 71 t I S -8. Lp L i;-r -T7�� T j 71-311 I 1-0' 14'-11 111-101, 21-411 1 3 0 it L M U P2' r . ........ DN2' ElPIT /N:71 101-04 U PZX14114" .. ... .... . . ............ Aa- N -p cLucer N N 71-011 7F-011 Lard SurFace — — — — — — - — — — — — — — — — — -- - — — — — — — — — — - -L�j J 12'- 1' CLG, 1-)7t-611 Laud �0� , L'rHall IN, <TS/ Hall -11 LG. T-41 OPEN TO EXTERIOR -J. --,V- r-LCa- '71 AWN — — — — — — — - - — — — — — — — — — - - - - - - - - - - - = = = N 42.E curt L — — - — — — — — W..,....,- - L w] irJ. 1. 7: -611 4'-1 ot 'x IC � (D -1 N...... ..... ...... ... . ... - 7'-0 10 1 - C-1-6. 51 1UP24) 40* t-las ter . . . . ............. .... . . 101-1 -7 II 7 N C-4 04 1 _0�� j BBdroom 3 T I 11 (D 71-411 N N )F 2' 2 5ecirc -4 p - I 07 N 161-Oti 4- 4r-O" "�.ath 4 81 OD -1 III -ON E= OPEN TO 51CT' -�n 61-7 L0 101-611 141-411 - T Ll Cxalf Cart in CF) p-Tre LEGEND FIRE SPRINKLER SYMBOLS (am mAw FuR a ripEs) 8*7DM COUP(WENTS (sFE mmoBnR APPLEr> RESIDENTIAL FLAT CONCEALED 14 FIRE SPRINKLER RISER MANIFOLD ( PER asm =Ac sEE,-LA w) RESIDENTIAL FLAT CONCEALED SIDEWALL 0 DROP OR RISER BETWEEN FLOORS RESIDENTIAL RECESSED PENDENT (ArrL-m4wiArETswERA7tpE) \ HAAKIER (STRAP) RESIDENTIAL RECESSED PENDENT wmawEaA7E mm-ERAmPE) X RING HANGER 10-1 RESIDEN77AL RECESSED SIDEWALL INDICATES PIPE MATERIAL CHANGE O.R RECESSED PENDENT ow--aEnA7E TEmpEnAn#L-) HYDRAULIC NODE POINTS ( r cALcvLA TED SEE PLANS) OR. RECESSED PENDENT (FxiH am-L:RA njw) FIFE CAP + SYMBOL INDICATES SPRINKLER ON CANOPY (49 FUN INSPECTOR TEST oR AUXILIARY DRAIN (OF APPLICABLE. SEYPLAN,9) @ OR 07W.HT MSR SMOKE RELAY (,F APPLICAaLE, MTALLED BY OTHERS SEE PLANS) AP SPECIFIC APPLICA T70N UPRIGHT INTERIOR HORN (IF APPLICABLE MTALLED BY OTHERS SEE PLANS) SYMBOL MOCATES UPRIGHT ABOVE CALIFORNIA FRAMING ELYP3- HORN STROBE (F APPLICAOLF- AUTALLED BY 077-ERS, SEE ALA&S) PIPE TYPES r s5- fu ims �pp e? Tom y = � ELECTRICAL BELL (FAFFLCASLE ffV5TAL4-5V OYOTHER9, S� P AAF) - INDICATES CPVC PIPE - — — — — — — — — — — — — — — — — — — - = INDICA TES COPPER PIPE �J FIRE DEPARTMENT CONNECTION NFAPPLCAFLE, SEEPLANS ---—-- -—--—--—-- INDICATES STEEL PIPE 5TM13OL I CAPPER STEEL CPVC M%NTACTURER MODEL 5.1fl. --TEMP. IK-FACTSI ORIFIGE N.P.T. FINISH DE5CRPTI(I DENSITY 67 VIKING VK494 VK4e4 200' 4-'3 -1/161 1/2' LU�41TE 'RE5, FLAT CONGEALED 0.05 GLo5E GL4910 GL*g[o 1l5' 4,� 1/2' W41TE RE5. F-ECE55ED PENDENT 0.05 VJKINS vK300 VK300 200' 5.6 112' 1/2' 5R,455 Q.R. UPRIGHT 0,10 TOTAL nATE- -, A3,5. 0 TD. SLAB FIRE SPRINKLER PLAN (NFPA 13D) NOTES: - ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @- 20'x2O' MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED 9 16'x16' MAX. - ONE UPRIGHT TO BE INSTALLED IN ATTIC AT F.A.U. ALL PIPING TO BE 1" CPVC PIPE U.N.O. ALL DROPS�TOHE�ADTO CPVC �1"CPQCPIPE -ALL SPRIG -UPS TO UPRIGHTS TO BE 3/4"CPVC PIPE - INDICATES CPVC PIPE = I Her UJZ, I I Master i4a Hall master Retreat 76T FLR. AREA: 5326 W. 21VD FI-R. AREA: sqft. 3RD FLR AREA, sqft. TOTAL AREA: 5326 sqft GARAGE AREA- 718 sqft. IFIESIDERAL SPRINKLER 0015WflTABLE / FIGURE - WPA 13D TABLE 8.0.4.2 : SPRWL5 POSITION TO AVOD OBSTRLCTK)NS TO DISCHARGE DISTANCE FROM MAMMUM ALLOWABLE DSrANCE SlIfULEH111"O MX OF DEFLECTOR ABOVE B070M OF C89TFLCTION (IN.1 OF OBSTRUCTION (A) (8) LESS THAN T-0' 0' T-Q' TO LESS THAN T-6' -0. T-6' TO LESS THAN 27-0'— -1. 2'-0' TO LESS THAN 2'-S' - 1. 2 T_61 TO LESS THAN 3'-0'— 1. 3'-0' TO LESS THAN 3'-6"— 31 3'-6' TO LESS THAN 4'-0'— 3' -C-O' TO LESS THAN 4'-6'— 5b ,47-6' TO LESS THAN 6-0'— 71 5T_01 TO LESS THAN V-6- T 5'-6' TO LESS THAN 6'-0' -r 6-0" TO LESS THAN 5'-6' .91 6'-6' TO LESS THAN T-O' III T-O' TO LESS THAN 7-6' w FrAFE .8-25.42 SLOPED CEILING CA v A �B B NA A [ B B FIWRE U.5.4.3 - "WLEA POW" TO AVOID 06STI3UCT1ION ACAW WALLS CLG. .. . ............. ........... ......... ............ . .. B O A A) (D-81 + B D (30' H YDRA UL ICA L L Y CA L CUL A TED SYS MSYSTEM AS,co-MON ALMRERDENCE COWAN PFNT NO. I DATED 6127117 FOR ALBSU 9525CE e0742 WA PESSM, LA OUNTA, CA 92253 AT MAVERBEDROOk— CVNTRACTNO. V763 IS DESKWD TO DBGRAP4E A T A RA 7E OF 0.05 aw (00) PER 80 FT (AV) OF FLOOR AREA MR A MAXM&f AREA OF 512.0 SOFT NZ WHEN SUPRJW WITH WATER AT ThERATE OF x? —Gllm(L/wl AT PO (BARS) ATM BASE OF THE R50 HOX STWAM ALLOWANCE OF 50 Gipul"M SACUDEDWTHEABOVS OCCUPANCY QLAS9HATON FVWBMAL COMMOUTY CLASSHCA TUN maLE FAAAL Y LlAX,9�IJb15TOR4GEFl1=lrYT NIA Ab7ALLED BY RESDOMAL FFIE SYSTEW #C cveat pAtldm SECT1c)l, V SCALE 116'-r-O' t 5, ECTION SCALE 1W-1'-O' H YDR4 UL CALLY CALCULATED S ik�EM THIS SYSTEVASS400ON ALBM SCE WUPANYPRNTNO. I DATED 6127117 FOR ALRSPS RESUFACE 80742 & FES84RO LA MWA CA AT BATH COWRACTNO. V753 ISDEMNEDTODSCHARGEATA RATE OF 0.05 GPM VW PER 80 FT NZ OF FLOOR AFEA OE7 A MkKWM A FEA OF 406 SOFT NO ffEN9,MED WITH WATERAT TFER47E OF 250 - - - GPM (LIMN) AT 86-2-3Li , L PSI (OARS) AT T�E RASE OF THE RL'FR HOSE S7RE4A! ALLOWANCE OF 50 WLIMN) 15 ALLUDED RV THE ABOVE COMWOUTY CLA 33FCATION SNGLE FAAL Y MAXMV STORAGE ► -rT NIA INSTALLED BY RESOEWML LIRE MTEW AC. \1 REO SOURCE ffESSVE 49.0 PSI DESIGN AND INS TA L LA 7701V 19y'. RESIDENTIAL IN C. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL: 1-800-635-1656 FAX-- 714-666-2978 0-16# 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICA11ION8 OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS 19 PROHIBITED AND 19 A VIOLATION OF COPYRIGHTS LAWS WITHCUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER; ALBERS CONSTRUCTION COMPANY. INC. PO BOX 238 LA OUINTA, CA 92247 HYDRAULCALLY CALCULATED SYSTEM TRSS)ZTEVAS&l OIWON ALER9FEWENCE COMPANY PWrNO. I DATED 612717 FOR ALBERS RESUEACE, 80742 *4 FESWUlAj0(NYT--ACA--9= AT GLOTBED19COM4 CUVNCTNO — V/W 18 VE9MEV TODVCFYJWATA RATE OF OB5 7M (LIMN) PER SO FT (&W OF FLOOR AREA OVER A MAXUN AFE4 OF 5t0 — SOFT.f N NZ WED K17H WMER AT THE RATE OF GN(LAW AT-313. — - -PSI (SARS) AT THE BASE OF ThERSER HOSE STFEW ALLOWAACE OF 50 GvL/w 6 hCLaXD N THE ABOVE 00UPANCYCLAS3FICATION RESDEN77AL COMWDfrY CLASSFICAMN SWILE FAOA Y ASTALLED BY RESCEN77AL FEE SYSTEI& AC. REQ SOLME PFESOM. 48.8— PS Q, Tjf�, FPLATE .A.T.. Q) I-- ------- - 252E' 114 .4 T,0. wrzl= TA FE PROJECT TEA A4-- Kltchw PROJECT DESIGNER: BORNA 8, 977"- T,C- 5LA R-F.S. 1st REVIEW-- MAX C. El R-F,S, 2nd REVIEW: GABE V. PROJECT SUPERVISOR: GABE V. FOR RESIDENTIAL FIRE USE ONLY 0 DATES BACKGTM; ARCH: 2115J17 VVL 207 INT DECO.: MX AALABLE RFE MASTER! NONE AVAILABLE ELEC I 2A5117 MECH: 12M616 MLCT; VJ20N PLUMB : 0E AVAILABLE DELTA REVISIONS DATE RIVERSIDE COUNTY FIRE 6../.27/17 DEPARTMENT REVISIONS T-O- RIVERSIDE COUNTY FIRE 7/3/T7 2 DEPARTMENT REVISIONS TO. PLATE LICENSE STAMP RE91DEAf11ALF9RE INC.. C-18 4 786965 Eq. *30118 C, SHEET TITLE: FIRST FLOOR c /7ARA E 5FR11"-KLAE FLAN SCALE! 114'-F-O' Joe # DATE: 10763 3/29/2017 SCALE: SHEET: 114-4-0" FS-03 RESIDE• F,.-, FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 2 HD MASTER BEDROOM CALC FILE NUMBER: 10763 DATE: AUG 8, 2017 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NFPA 13D, 2013 EDITION 0.05 gpm/sq. ft. 512.0 sq. ft. 256.0 sq. ft. max. 2 sprinklers 26.1 gpm 31.1 gpm 31.1 gpm @ 32.8 psi 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION: R.C.F.D. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLE SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 60.1 45.0 31.3 45.2 31.1 44.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 12.4 - - - 2 10.0 - - - - 12.4 - - - 3 12.0 - - - - 11.9 - - - 4 12.0 -- - - - 11.9 - - - 5 12.0 - - - - 12.1 - - - 6 12.0 - - - - 12.1 - - - 7 10.0 - - - - 14.0 - - 8 12.0 - - -- - 14.8 - - - 9 10.0 - - - - 18.1 - - - 10 12.0 - - - - 15.4 - - - 10A 12.0 - - - - 15.1 - - - 11 12.0 - - - - 14.9 - - - 12 16.0 - - - - 11.4 - - 13 16.0 - - - 8.6 - - 14 16.0 -- - - 7.5 15 16.0 K= 4.90 7.0 13.0 16 16.0 - - - - 7.5 - - 17 16.0 K= 4.90 7.1 13.1 18 10.0 - - - - 11.2 - - - 19 10.0 - - - - 12.0 - - - 20 10.0 -- - - 22.0 - - - TOR 10.0 -- - 23.5 - --- FS 5.0 - - - - 27.2 - - - FS1 5.0 - - - 30.2 - - - BOR 2.0 - 32.8 - - - U1 2.0 HOSE STREAM 34.5 5.0 U2 -2.0 - - - - 39.5 - - - U3 -2.0 - - - - 40.5 - - - U 4 -2.0 - - - - 44.5 -- -- -- SRC -2.0 SOURCE 44.5 31.1 SPRINKLi.� YSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS, END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 5.90 PF 0.0 1 10.0 0.0 12.4 0.0 0.0 150 FTG 2E PE 0.0 2 10.0 0.0 12.4 0.0 0.000 TL 19.90 PV Pipe: 2 -8.5 1.101 PL 8.40 PF 0.4 2 10.0 0.0 12.4 0.0 2.9 150 FTG 2ET PE -0.9 3 12.0 0.0 11.9 0.0 0.014 TL 27.40 PV Pipe: 3 0.0 1.101 PL 3.20 PF 0.0 3 12.0 0.0 11.9 0.0 0.0 150 FTG T PE 0.0 4 12.0 0.0 11.9 0.0 0.000 TL 8.20 PV Pipe: 4 -8.5 1.101 PL 12.30 PF 0.2 3 12.0 0.0 11.9 0.0 2.9 150 FTG 2F2R PE 0.0 5 12.0 0.0 12.1 0.0 0.014 TL 16.30 PV Pipe: 5 0..0 1.101 PL 6.80 PF 0.0 5 12.0 0.0 12.1 0.0 0.0 150 FTG ET PE 0.0 6 12.0 0.0 12.1 0.0 0.000 TL 18.80 PV Pipe: 6 -8.5 1.101 PL 53.00 PF 1.1 5 12.0 0.0 12.1 0.0 2.9 150 FTG F2E7R PE 0.9 7 10.0 0.0 14.0 0.0 0.014 TL 75.00 PV Pipe: 7 -13.3 1.101 PL 30.00 PF 1.6 7 10.0 0.0 14.0 0.0 4.5 150 FTG 2ETR PE -0.9 8 12.0 0.0 14.8 0.0 0.032 TL 50.00 Pv Pipe: 8 -13.3 1.101 PL 40.00 PF 2.5 8 12.0 0.0 14.8 0.0 4.5 150 FTG 4ET5R PE 0.9 9 10.0 0.0 18.1 0.0 0.032 TL 78.00 PV Pipe: 9 12.8 1.101 PL 38.00 PF 1.9 9 10.0 0.0 18.1 0.0 4.3 150 FTG 2ET7R PE -0.9 10 12.0 0.0 15.4 0.0 0.030 TL 64.00 PV Pipe: 10 6.0 1.101 PL 35.00 PF 0.4 10 12.0 0.0 15.4 0.0 2.0 150 FTG F3T4R PE 0.0 11 12.0 0.0 14.9 0.0 0.007 TL 55.00 Pv Pipe: 11 6.7 1.101 PL 12.80 PF 0.3 10 12.0 0.0 15.4 0.0 2.3 150 FTG 4F2TR PE 0.0 10A 12.0 0.0 15.1 0.0 0.009 TL 27.80 PV Pipe: 12 6.7 1.101 PL 8.10 PF 0.2 10A 12.0 0.0 15.1 0.0 2.3 150 FTG 2FT2R PE 0.0 11 12.0 0.0 14.9 0.0 0.009 TL 17.10 PV SPRINKLL SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.8 1.101 PL 39.00 PF 1.9 11 12.0 0.0 14.9 0.0 4.3 150 FTG F2E9R PE -1.7 12 16.0 0.0 11.4 0.0 0.030 TL 63.00 PV Pipe: 14 17.5 1.101 PL 32.00 PF 2.8 12 16.0 0.0 11.4 0.0 5.9 150 FTG F2E5R PE 0.0 13 16.0 0.0 8.6 0.0 0.053 TL 52.00 PV Pipe: 15 16.4 1.101 PL 13.30 PF 1.1 13 16.0 0.0 8.6 0.0 5.5 150 FTG 2FT2R PE 0.0 14 16.0 0.0 7.5 0.0 0.047 TL 22.30 PV Pipe: 16 13.0 1.101 PL 4.00 PF 0.5 14 16.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 15 16.0 4.9 7.0 13.0 0.031 TL 16.00 PV Pipe: 17 3.4 1.101 PL 13.70 PF 0.1 14 16.0 0.0 7.5 0.0 1.1 150 FTG 2FT2R PE 0.0 16 16.0 0.0 7.5 0.0 0.003 TL 22.70 PV Pipe: 18 13.1 1.101 PL 4.00 PF 0.4 16 16.0 0.0 7.5 0.0 4.4 150 FTG ER PE 0.0 17 16.0 4.9 7.1 13.1 0.031 TL 12.00 PV Pipe: 19 -9.7 1.101 PL 33.00 PF 1.1 16 16.0 0.0 7.5 0.0 3.3 150 FTG 3ET3R PE 2.6 18 10.0 0.0 11.2 0.0 0.018 TL 62.00 PV Pipe: 20 1.1 1.101 PL 10.00 PF 0.0 13 16.0 0.0 8.6 0.0 0.4 150 FTG 3ER PE 2.6 18 10.0 0.0 11.2 0.0 0.000 TL 32.00 PV Pipe: 21 -8.5 1.101 PL 38.70 PF 0.8 18 10.0 0.0 11.2 0.0 2.9 150 FTG 6FT6R PE 0.0 19 10.0 0.0 12.0 0.0 0.014 TL 55.70 PV Pipe: 22 -8.5 1.101 PL 21.50 PF 0.4 19 10.0 0.0 12.0 0.0 2.9 150 FTG 4F3R PE 0.0 2 10.0 0.0 12.4 0.0 0.014 TL 28.50 PV Pipe: 23 -26.1 1.101 PL 26.80 PF 3.9 9 10.0 0.0 18.1 0.0 8.8 150 FTG 4F4R PE 0.0 20 10.0 0.0 22.0 0.0 0.111 TL 34.80 PV Pipe: 23A 4.8 1.101 PL 10.00 PF 0.1 7 10.0 0.0 14.0 0.0 1.6 150 FTG T PE -2.6 12 16.0 0.0 11.4 0.0 0.005 TL 15.00 PV Pipe: 24 -26.1 1.394 PL 19.00 PF 1.5 20 10.0 0.0 22.0 0.0 5.5 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 23.5 0.0 0.035 TL 42.00 PV SPRINKLE ^,YSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ.. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -26.1 1.101 PL 5.00 PF 1.6 TOR 10.0 0.0 23.5 0.0 8.8 150 FTG E2R PE 2.2 FS 5.0 0.0 27.2 0.0 0.111 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 30.2 0.0 3.0 psi, 26.1 gpm FS 5.0 0.0 27.2 0.0 Pipe: 32 -26.1 1.101 PL 3.00 PF 1.3 FS1 5.0 0.0 30.2 0.0 8.8 150 FTG RC PE 1.3 BOR 2.0 0.0 32.8 0.0 0.111 TL 12.00 PV Pipe: 33 -26.1 1.025 PL 5.00 PF 1.7 BOR 2.0 0.0 32.8 0.0 10.1 150 FTG 2E PE 0.0 U1 2.0 H.S. 34.5 5.0 0.157 TL 11.00 PV Pipe: 34 ---31.1 1.025 PL 4.00 PF 3.3 U1 2.0 H.S. 34.5 5.0 12.1 150 FTG ETG PE 1.7 U2 -2.0 0.0 39.5 0.0 0.218 TL 15.00 PV Pipe: 35 -31.1 2.003 PL 100.00 PF 0.9 U2 -2.0 0.0 39.5 0.0 3.2 150 FTG E PE 0.0 U3 -2.0 0.0 40.5 0.0 0.008 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 44.5 0.0 4.0 psi, 31.1 gpm U3 -2.0 0.0 40.5 0.0 Pipe: 37 -31.1 0.995 PL 0.10 PF 0.0 U4 -2.0 0.0 44.5 0.0 12.8 150 FTG ---- PE 0.0 SRC -2.0 SRCE 44.5 (N/A) 0.252 TL 0.10 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.089 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet SPRINKLL SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 44.99 psi with a flow of 31.30 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 80.0 70.0 G A A 60.0 U G E 50.0 P R E S S U R E 40.0 30.0 p 20.0 s i B 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 60.10 psi Resid: 44.99 psi Flow: 31.3 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated valui�s from Test Results (2) On Site pressures are based on hose streaN deduction at the source C4 d o > bd � y .. H i-3 00 r ti ao '• N O r r m rM z In �d In 0 ro m 7d H H d z L-1 x z r th l / 1 H K W H N ro � x H K z d x r � a z r Cn H n � z 0 > En r / K l7 En C'] H r Co H N N x d ji to d ro • w mw ty m ro SPRINKLE SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-MBDRM.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 60* \ 54\ P 48\ R \ E 0 <-45.0 psi @ 31 gpm S I Flow Test Point S 42+ U R E I 36+ ( I P I S I 130+ I I I 24+ I I I 18+ I I 12+ LEGEND " " I I X = Required Water Supply I 44.48 psi @ 31.1 gpm " 6+ " I 0 = Available Water Supply " I I 45.19 psi. @ 31.1 gpm " " 0++-+---+----+-----+------+--------+ -+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RESIDE' AL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 1 HD BATH 4 i ALC FILE NUMBER: 10763 DATE: AUG 8, 2017 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: NFPA 13D, 2013 EDITION 0.05 gpm/sq. ft. 400.0 sq. ft. 400.0 sq. ft. max. 1 sprinklers 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm FLOW AND PRESSURE (@ BOR): 25.0 gpm @ 34.6 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION: R.C.F.D. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINYLYI4l 6`iSTYR P.MmIlIC Wki'`ISIS � 2 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\lHD-BATH4.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 60.1 45.0 31.3 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 50.1 25.0 44.2 TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 4.90 16.7 20.0 2 10.0 - - - - 18.0 - - - 3 12.0 - - - - 17.7 - - - 4 12.0 - - - - 17.7 - - - 5 12.0 - - - - 18.1 - - - 6 12.0 - - - - 18.1 - - - 7 10.0 - - -- - 20.5 - - - 8 12.0 - - - - 20.7 - - - 9 10.0 - - - - 23.1 - - - 10 12.0 - - - - 21.0 - - - 10A 12.0 - - - - 20.9 - - - 11 12.0 - - - - 20.8 - - - 12 16.0 - - - 17.9 - - - 13 16.0 - - - - 17.1 - - - 14 16.0 - - - - 17.0 - - - 15 16.0 - - - - 17.0 - -- - 16 16.0 - - - - 17.0 - - - 17 16.0 - - - - 17.0 - - - 18 10.0 - - - - 19.4 - - - 19 10.0 - - - - 18.5 - - - 20 10.0 - - - - 25.4 - - - TOR 10.0 - - 26.3 - - - FS 5..0 - - - - 29.5 - - - FS1 5.0 - - - - 32.5 - - - BOR 2.0 - - - - 34.6 - - - U1 2.0 HOSE STREAM 35.6 5.0 U2 -2.0 - - - 39.5 - - U3 -2.0 - - - - 40.2 - - - U4 -2.0 - - - 44.2 - . - SRC -2.0 SOURCE 44.2 25.0 SPRINKLEL. SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\1HD-BATH4.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV, NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.0 1.101 PL 5.90 PF 1.4 1 10.0 4.9 16.7 20.0 6.7 150 FTG 2E PE 0.0 2 10.0 0.0 18.0 0.0 0.068 TL 19.90 PV Pipe: 2 -10.6 1.101 PL 8.40 PF 0.6 2 10.0 0.0 18.0 0.0 3.6 150 FTG 2ET PE -0.9 3 12.0 0.0 17.7 0.0 0.021 TL 27.40 PV Pipe: 3 0.0 1.101 PL 3.20 PF 0.0 3 12.0 0.0 17.7 0.0 0.0 150 FTG T PE 0.0 4 12.0 0.0 17.7 0.0 0.000 TL 8.20 PV Pipe: 4 -10.6 1.101 PL 12.30 PF 0.3 3 12.0 0.0 17.7 0.0 3.6 150 FTG 2F2R PE 0.0 5 12.0 0.0 18.1 0.0 0.021 TL 16.30 PV Pipe: 5 0.0 1.101 PL 6.80 PF 0.0 5 12.0 0.0 18.1 0.0 0.0 150 FTG ET PE 0.0 6 12.0 0.0 18.1 0.0 0.000 TL 18.80 PV Pipe: 6 -10.6 1.101 PL 53.00 PF 1.6 5 12.0 0.0 18.1 0.0 3.6 150 FTG F2E7R PE 0.9 7 10.0 0.0 20.5 0..0 .0.021 TL 75.00 PV Pipe: 7 -10.3 1.101 PL 30.00 PF 1.0 7 10.0 0.0 20.5 0.0 3.5 150 FTG 2ETR PE -0.9 8 12.0 0.0 20.7 0.0 0.020 TL 50.00 PV Pipe: 8 -10.3 1.101 PL 40.00 PF 1.5 8 12.0 0.0 20.7 0.0 3.5 150 FTG 4ET5R PE 0.9 9 10.0 0.0 23.1 0.0 0.020 TL 78.00 PV Pipe: 9 9.7 1.101 PL 38.00 PF 1.2 9 10.0 0.0 23.1 0.0 3.3 150 FTG 2ET7R PE -0.9 10 12.0 0.0 21.0 0.0 0.018 TL 64.00 PV Pipe: 10 4.6 1.101 PL 35.00 PF 0.2 10 12.0 0.0 21.0 0.0 1.6 150 FTG F3T4R PE 0.0 11 12.0 0.0 20.8 0.0 0.004 TL 55.00 PV Pipe: 11 5.1 1.101 PL 12.80 PF 0.2 10 12.0 0.0 21.0 0.0 1.7 150 FTG 4F2TR PE 0.0 10A 12.0 0.0 20.9 0.0 0.006 TL 27.80 PV Pipe: 12 5.1 1.101 PL 8.10 PF 0.1 10A 12.0 0.0 20.9 0.0 1.7 150 FTG 2FT2R PE 0.0 11 12.0 0.0 20.8 0.0 0.006 TL 17.10 PV SPRINIZIEl. 3`ISTFM ElYBRAUI,I; INKI"ISIS 4age k DATE: 8/8/201'7LBERS RESIDENCE\FIRE SPRINKLERcl\CALCS\DELTA 2\lHD-BATH4.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 9.7 1.101 PL 39.00 PF 1.1 11 12.0 0.0 20.8 0.0 3.3 150 FTG F2E9R PE -1.7 12 16.0 0.0 17.9 0.0 C.018 TL 63.00 PV Pipe: 14 9.4 1.101 PL 32.00 PF 0.9 12 16.0 0.0 17.9 0.0 3.2 150 FTG F2E5R PE 0.0 13 16.0 0.0 17.1 0.0 C.017 TL 52.00 PV Pipe: 15 3.2 1.101 PL 13.30 PF 0.1 13 16.0 0.0 17.1 0.0 1.1 150 FTG 2FT2R PE 0.0 14 16.0 0.0 17.0 0.0 0.002 TL 22.30 PV Pipe: 16 0.0 1.101 PL 4.00 PF 0.0 14 16.0 0.0 17.0 0.0 0.0 150 FTG ET PE 0.0 15 16.0 0.0 17.0 0.0 0.000 TL 16.00 PV Pipe: 17 3.2 1.101 PL 13.70 PF 0.1 14 16.0 0.0 17.0 0.0 1.1 150 FTG 2FT2R PE 0.0 16 16.0 0.0 17.0 0.0 0.002 TL 22.70 PV Pipe: 18 0.0 1.101 PL 4.00 PF 0.0 16 16.0 0.0 17.0 0.0 0.0 150 FTG ER PE 0.0 17 16.0 0.0 17.0 0.0 0.000 TL 12.00 PV Pipe: 19 3.2 1.101 PL 33.00 PF 0.1 16 16.0 0.0 17.0 0.0 1.1 150 FTG 3ET3R PE 2.6 18 10.0 0.0 19.4 0.0 0.002 TL 62.00 PV Pipe: 20 6.1 1.101 PL 10.00 PF 0.2 13 16.0 0.0 17.1 0.0 2.1 150 FTG 3ER PE 2.6 18 10.0 0.0 19.4 0.0 0.008 TL 32.00 PV Pipe: 21 9.4 1.101 PL 38.70 PF 0.9 18 10.0 0.0 19.4 0.0 3.2 150 FTG 6FT6R PE 0.0 19 10.0 0.0 18.5 0.0 0.017 TL 55.70 PV Pipe: 22 9.4 1.101 PL 21.50 PF 0.5 19 10.0 0.0 18.5 0.0 3.2 150 FTG 4F3R PE 0.0 2 10.0 0.0 18.0 0.0 0.017 TL 28.50 PV Pipe: 23 -20.0 1.101 PL 26.80 PF 2.4 9 10.0 0.0 23.1 0.0 6.7 150 FTG 4F4R PE 0.0 20 10.0 0.0 25.4 0.0 0.068 TL 34.80 PV Pipe: 23A -0.4 1.101 PL 10.00 PF 0.0 7 10.0 0.0 20.5 0.0 0.1 150 FTG T PE -2.6 12 16.0 0.0 17.9 0.0 0.000 TL 15.00 PV Pipe: 24 -20.0 1.394 PL 19.00 PF 0.9 20 10.0 0.0 25.4 0.0 4.2 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 26.3 0.0 0.022 TL 42.00 PV SPRINKLEi. SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\1HD-BATH4.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -20.0 1.101 PL 5.00 PF 1.0 TOR 10.0 0.0 26.3 0.0 6.7 150 FTG E2R PE 2.2 FS 5.0 0.0 29.5 0.0 0.068 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 32.5 0.0 3.0 psi, 20.0 gpm FS 5.0 0.0 29.5 0.0 Pipe: 32 -20.0 1.101 PL 3.00 PF 0.8 FS1 5.0 0.0 32.5 0.0 6.7 150 FTG RC PE 1.3 BOR 2.0 0.0 34.6 0.0 0.068 TL 12.00 PV Pipe: 33 -20.0 1.025 PL 5.00 PF 1.1 BOR 2.0 0.0 34.6 0.0 7.8 150 FTG 2E PE 0.0 Ul 2.0 H.S. 35.6 5.0 0.096 TL 11.00 PV Pipe: 34 -25.0 1.025 PL 4.00 PF 2.2 U1 2.0 H.S. 35.6 5.0 9.7 150 FTG ETG PE 1.7 U2 -2.0 0.0 39.5 0.0 0.146 TL 15.00 PV Pipe: 35 -25.0 2.003 PL 100.00 PF 0.6 U2 -2.0 0.0 39.5 0.0 2.5 150 FTG E PE 0.0 U3 -2.0 0.0 40.2 0.0 0.006 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 44.2 0.0 4.0 psi, 25.0 gpm U3 -2.0 0.0 40.2 0.0 Pipe: 37 -25.0 0.995 PL 0.10 PF 0.0 U4 -2.0 0.0 44.2 0.0 10.3 150 FTG ---- PE 0.0 SRC -2.0 SRCE 44.2 (N/A) 0.169 TL 0.10 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet SPRINKLE,., SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\lHD-BATH4.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 48.97 psi with a flow of 26.53 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths :in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg (:hkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg C:hkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 . 80.0 70.0 G A A 60.0 U G E 50.0 P R E S S U R E now$] 30.0 p 20.0 s i 10.0 B 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 60.10 psi Resid: 44.99 psi Flow: 31.3 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated valus's from Test Results (2) On Site pressures are based on hose streaN deduction at the source 9 t3a H x • w En w 0 (D ro SPRINKLE1, SYSTEM HYDRAULIC ANALYSIS Page'8 DATE: 8/8/2017LBERS RESIDENCE\FIRE SPRINKLERSNCALCS\DELTA 2\lHD-BATH4.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 60* 54\ 0 P 48\ R \ E * <-45.0 psi @ 31 gpm S X Flow Test Point S 42+ U I R E 36+ ( I P I S 130+ I I I 24+ I I I 18+ I I 12+ LEGEND " " I X = Required Water Supply " 44.18 psi @ 25.0 gpm " 6+ " 0 = Available Water Supply " I I 50.11 psi @ 25.0 gpm " ' 0++-+---+----+-----+------+--------+--------+---------+ + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RESIDE, iAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 2 HD GUEST BEDROOM CALC FILE NUMBER: 10763 DATE: AUG 8, 2017 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NFPA 13D, 2013 EDITION 0.05 gpm/sq. ft. 512.0 sq. ft. 256.0 sq. ft. max. 2 sprinklers 26.3 gpm 31.2 gpm 31.2 gpm @ 30.9 psi 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION: R.C.F.D. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLE- SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALC3\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 60.1 45.0 31.3 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 45.0 31.2 42.7 TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 9.0 - - - 2 10.0 - - - - 9.0 _ - - 3 12.0 - - - - 7.6 - - - 4 12.0 K= 4.90 7.3 13.3 5 12.0 - - - - 7.6 - -- - 6 12.0 K= 4.90 7.0 13.0 7 10.0 - - - - 11.9 -- - - 8 12.0 - - - - 12.7 - -- - 9 10.0 - - - - 16.1 - -- - 10 12.0 - - - - 13.3 - - -- 10A 12.0 - - - - 13.1 - - -- 11 12.0 12.9 -- -- - 12 16.0 - - - - 9.3 - - - 13 16.0 - - - - 8.3 - - - 14 16.0 - - - - 8.2 -- - - 15 16.0 - - - - 8.2 - - - 16 16.0 - - - - 8.2 - - - 17 16.0 - - - - 8.2 - - - 18 10.0 - -- -- - 10.6 - - - 19 10.0 - - - - 9.5 - - - 20 10.0 - - - - 20.0 - - - TOR 10.0 - - - - 21.5 - - - FS 5.0 - - - 25.2 - - - FS1 5.0 - - 28.2 BOR 2.0 - - - - 30.9 - - - U1 2.0 HOSE STREAM 32.7 5.0 U2 -2.0 - - - - 37.7 - - - U3 -2.0 - - - - 38.6 - - - U4 -2.0 - - - - 42.6 SRC -2.0 SOURCE 42.7 31.2 SPRINKLES SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 5.90 PF 0.0 1 10.0 0.0 9.0 0.0 0.0 150 FTG 2E PE 0.0 2 10.0 0.0 9.0 0.0 0.000 TL 19.90 PV Pipe: 2 10.2 1.101 PL 8.40 PF 0.5 2 10.0 0.0 9.0 0.0 3.4 150 FTG 2ET PE -0.9 3 12.0 0.0 7.6 0.0 0.019 TL 27.40 PV Pipe: 3 13.3 1.101 PL 3.20 PF 0.3 3 12.0 0.0 7.6 0.0 4.5 150 FTG T PE 0.0 4 12.0 4.9 7.3 13.3 0.032 TL 8.20 PV Pipe: 4 -3.1 1.101 PL 12.30 PF 0.0 3 12.0 0.0 7.6 0.0 1.0 150 FTG 2F2R PE 0.0 5 12.0 0.0 7.6 0.0 0.002 TL 16.30 PV Pipe: 5 13.0 1.101 PL 6.80 PF 0.6 5 12.0 0.0 7.6 0.0 4.4 150 FTG ET PE 0.0 6 12.0 4.9 7.0 13.0 0.031 TL 18.80 PV Pipe: 6 -16.1 1.101 PL 53.00 PF 3.4 5 12.0 0.0 7,6 0.0 5.4 150 FTG F2E7R PE 0.9 7 10.0 0.0 11.9 0.0 0.045 TL 75.00 PV Pipe: 7 -13.5 1.101 PL 30.00 PF 1.6 7 10.0 0.0 11.9 0.0 4.5 150 FTG 2ETR PE -0.9 8 12.0 0.0 12.7 0.0 0.033 TL 50.00 PV Pipe: 8 -13.5 1.101 PL 40.-00 PF 2.6 8 12.0 0.0 12.7 0.0 4.5 150 FTG 4ET5R PE 0.9 9 10.0 0.0 16.1 0.0 0.033 TL 78.00 PV n ill I` I Pipe: 9 12.8 1•.101 PL 38.00 PF 1.9 9 10.0 0.0 16.1 0.0 4.3 150 FTG 2ET7R PE -0.9 10 12.0 0.0 13.3 0.0 0.030 TL 64.00 PV Pipe: 10 6.0 1.101 PL 35.00 PF 0.4 10 12.0 0.0 13.3 0.0 2.0 150 FTG F3T4R PE 0.0 11 12.0 0.0 12.9 0.0 0.007 TL 55.00 PV Pipe: 11 6.7 1.101 PL 12.80 PF 0.3 10 12.0 0.0 13.3 0.0 2.3 150 FTG 4F2TR PE 0.0 10A 12.0 0.0 13.1 0.0 0.009 TL 27.80 PV Pipe: 12 6.7 1.101 PL 8.10 PF 0.2 10A 12.0 0.0 13.1 0.0 2.3 150 FTG 2FT2R PE 0.0 11 12.0 0.0 12.9 0.0 0.009 TL 17.10 PV SPRINKLE. SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.8 1.101 PL 39.00 PF 1.9 11 12.0 0.0 12.9 0.0 4.3 150 FTG F2E9R PE -1.7 12 16.0 0.0 9.3 0.0 0.030 TL 63.00 PV Pipe: 14 10.2 1.101 PL 32.00 PF 1.0 12 16.0 0.0 9.3 0.0 3.4 150 FTG F2E5R PE 0.0 13 16.0 0.0 8.3 0.0 0.019 TL 52.00 PV Pipe: 15 3.5 1.101 PL 13.30 PF 0.1 13 16.0 0.0 8.3 0.0 1.2 150 FTG 2FT2R PE 0.0 14 16.0 0.0 8.2 0.0 0.003 TL 22.30 PV Pipe: 16 0.0 1.101 PL 4.00 PF 0.0 14 16.0 0.0 8.2 0.0 0.0 150 FTG ET PE 0.0 15 16.0 0.0 8.2 0.0 O:,000 TL 16.00 PV Pipe: 17 3.5 1..101 PL 13.70 PF 0.1 14 16.0 0.0 8.2 0.0 1.2 150 FTG 2FT2R PE 0.0 16 16.0 0.0 8.2 0.0 0.,003 TL 22.70 PV Pipe: 18 0.0 1..101 PL 4.00 PF 0.0 16 16.0 0.0 8.2 0.0 0.0 150 FTG ER PE 0.0 17 16.0 0.0 8.2 0.0 0,,000 TL 12.00 PV Pipe: 19 3.5 1„101 PL 33.00 PF 0.2 16 16.0 0.0 8.2 0.0 1.2 150 FTG 3ET3R PE 2.6 18 10.0 0.0 10.6 0.0 0„003 TL 62.00 PV Pipe: 20 6.7 1,.101 PL 10.00 PF 0.3 13 16.0 0.0 8.3 0.0 2.3 150 FTG 3ER PE 2.6 18 10.0 0.0 10.6 0.0 0„009 TL 32.00 PV Pipe: 21 10.2 1„101 PL 38.70 PF 1.1 18 10.0 0.0 10.6 0.0 3.4 150 FTG 6FT6R PE 0.0 19 10.0 0.0 9.5 0.0 0„019 TL 55.70 PV Pipe: 22 10.2 1..101 PL 21.50 PF 0.6 19 10.0 0.0 9.5 0.0 3.4 150 FTG 4F3R PE 0.0 2 10.0 0.0 9.0 0.0 0..019 TL 28.50 PV Pipe: 23 -26.3 1„101 PL 26.80 PF 3.9 9 10.0 0.0 16.1 0.0 8.8 150 FTG 4F4R PE 0.0 20 10.0 0.0 20.0 0.0 0.,113 TL 34.80 PV Pipe: 23A -2.•6 1.101 PL 10.00 PF 0.0 7 10.0 0.0 11.9 0.0 0.9 150 FTG T PE -2.6 12 16.0 0.0 9.3 0.0 0„002 TL 15.00 PV Pipe: 24 -26.3 1.,394 PL 19.00 PF 1.5 20 10.0 0.0 20.0 0.0 5.5 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 21.5 0.0 0.036 TL 42.00 PV SPRINKLE, SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -26.3 1.101 PL 5.00 PF 1.6 TOR 10.0 0.0 21.5 0.0 8.8 150 FTG E2R PE 2.2 FS 5.0 0.0 25.2 0.0 0.113 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 28.2 0.0 3.0 psi, 26.3 gpm FS 5.0 0.0 25.2 0.0 Pipe: 32 -26.3 1.101 PL 3.00 PF 1.4 FS1 5.0 0.0 28.2 0.0 8.8 150 FTG RC PE 1.3 BOR 2.0 0.0 30.9 0.0 0.113 TL 12.00 PV Pipe: 33 -26.3 1.025 PL 5.00 PF 1.8 BOR 2.0 0.0 30.9 0.0 10.2 150 FTG 2E PE 0.0 U1 2.0 H.S. 32.7 5.0 0.159 TL 11.00 PV Pipe: 34 -31.3 1.025 PL 4.00 PF 3.3 U1 2.0 H.S. 32.7 5.0 12.2 150 FTG ETG PE 1.7 U2 -2.0 0.0 37.7 0.0 0.220 TL 15.00 PV Pipe: 35 -31.3 2.003 PL 100.00 PF 0.9 U2 -2.0 0.0 37.7 0.0 3.2 150 FTG E PE 0.0 U3 -2.0 0.0 38.6 0.0 0.008 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 42.6 0.0 4.0 psi, 31.3 gpm U3 -2.0 0.0 38.6 0.0 Pipe: 37 -31.2 0.995 PL 0.10 PF 0.0 U4 -2.0 0.0 42.6 0.0 12.9 150 FTG ---- PE 0.0 SRC -2.0 SRCE 42.7 (N/A) 0.254 TL 0.10 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.083 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet SPRINKLE.. SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALCS\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 44.31 psi with a flow of 32.05 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 80.0 70.0 G A A 60.0 U G E 50.0 P R E S S U R E 40.0 30.0 P 20.0 s i 10.0 B 0.0 -14.7 WATER SUPPLY ANALYSIS ta.tic: 60.10 psi Resid: 44.99 psi Flow: 31.3 gpm r'LUW (UrM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose streaN deduction at the source [$A En v, ro �C ;d En H H x M � x z K En 0 / 7d Q- r r (] H m n � z r H t' � K m N H / Cn N x d SPRINKLEi SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/8/2017 RESIDENCE\FIRE SPRINKLERS\CALI-3\DELTA 2\2HD-GUEST BERM.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 60* 54\ P 48\ R \ E 0 <-45.0 psi @ 31 gpm S I Flow Test Point S 42X U I R I E I 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " 1 " 1 X = Required Water Supply " 42.65 psi @ 31.2 gpm " 6+ " I 0 = Available Water Supply " 45.05 psi @ 31.2 gpm " I " 0 ------------------------------------------ 200 300 400 500 600 700 FLOW (GPM, --+---------+ + 800 900 1000 RESIDENTIAL F1 ^ .SYSTEMS, INC. 8085 EAST CRiSTAL DRIVE - ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 1 HD BATH 4 CALC FILE NUMBER: 10763 DATE: JUL 11, 2017 1 t —DESIGN DATA— �0 OCCUPANCY CLASSIFICATION: NFPA 13D, 2,0,:; EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 400.0 sq. ft. COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: 400.0 sq. ft. max. 1 sprinklers 20.0 gpm 25.0 gpm 25.0 gpm @ 36.2 psi 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION : .A. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. INKLER SYSTEM HYDRAULIC: ANALYSI: Page 2 DATE: 7/11/2017BERS R-SIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\lHD-BATH4.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL_ TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 60.5 20.0 1500.0 60.5 25.0 49.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0'GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 4.90 16.7 20.0 2 10.0 - - --. 18.0 - - - 3 10.0 - - -.. 18.6 - - 4 10.0 - - - - 18.6 - - - 5 10.0 - -. 18.9 - - - 6 10.0 - - -- 18.9 - - - 7 10.0 20.5 ---- 8 10.0 - - - 21.5 - - - 9 10.0 - - - - 23.1 - - 10 10.0 - - - -- 21..9 - - 10A 10.0 - - - - 21.8 - - - 11 10.0 - - - - 21.7 - - - 12 10.0 - - - - 20.5 - - 13 10.0 19.7 - - 14 10.0 -- - - - 19.6 - - - 15 10.0 - - - - 19.6 - - 16 10.0 - - - - 19.6 17 10.0 - - -- - 19.6 - - 18 10.0 - - - - 19.4 - - 19 10.0 - - - - 18.5 - - - 20 10.0 - - - = 25.4 - - TOR 10.0 - - - = 28.0 - - FS 5.0 - - - - 31.1 - - FS1 5.0 - - - 34.1 - - BOR 2.0 - - - - 36.2 - - U1 2.0 HOSE STREAM 37.3 5.0 U2 -2.0 - - - 41.2 - - - U3 -2.0 - - - 41.8 - - - U4 -2.0 45.8 - - - SRC -4.0 SOURCE 49.0 25.0 SPRINKLER SYSTEM%DRAULIC ANALYSIS Paq- 3 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS \CALCS \INITIAL\ 1HD-BATH4. SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC: VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 20.0 1.101 PL 5.90 PF 1.4 1 10.0 4.9 16.7 ✓ 20.0'� 6.7 150 FTG 2E PE 0.0 2 10.0 0.0 18.0 0.0 0.068 TL 19.90 PV Pipe: 2 -10.6 1.101 PL 8.40 PF 0.6 2 10.0 0.0 18.0 0.0 3.6 150 FTG 2ET PE 0.0 3 10.0 0.0 18.6 0.0 0.021 TL 27.40 PV Pipe: 3 0.0 1.101 PL 3.20 PF 0.0 3 10.0 0.0 18.6 0.0 0.0 150 FTG T PE 0.0 4 10.0 0.0 18.6 0.0 0.000 TL 8.20 PV Pipe: 4 -10 6 1.101 PL 12.30 PF 0.3 3 10.0 0.0 18.6 0.0 3-6 150 FTG 2F2R PE 0.0 5 10.0 0.0 18.9 0.0 0.021 TL 16.30 PV Pipe: 5 0.0 1.101 PL 6.80 PF 0.0 5 10.0 0.0 18.9 0.0 0.0 150 FTG ET PE 0.0 6 10.0 0.0 18.9 0.0 0.000 TL 18.80 PV Pipe: 6 -10.6 1.101 PL 53.00 PF 1.6 5 10.0 0.0 18.9 0.0 3.6 150 FTG F2E7R PE 0.0 7 10.0 0.0 20.5 0.0 0.021 TL 75.00 PV Pipe: 7 -10.3 1.101 PL 30.00 PF 1.0 7 10.0 0.0 20.5 0.0 3.5 150 FTG 2ETR PE 0.0 8 10.0 0.0 21.5 0.0 0.020 TL 50.00 PV Pipe: 8 -10.3 1.101 PL 40.00 PF 1.5 8 10.0 0.0 21.5 0.0 3.5 150 FTG 4ET5R PE 0.0 9 10.0 0.0 23.1 0.0 0.020 TL 78.00 PV Pipe: 9 9.7 1.101 PL 38.00 PF 1.2 9 10.0 0.0 23.1 0.0 3.3 150 FTG 2ET7R PE 0.0 10 10.0 0.0 21.9 0.0 0.018 TL 64.00 PV Pipe: 10 4.6 1.101 PL 35.00 PF 0.2 10 10.0 0.0 21.9 0.0 1.6 150 FTG F3T4R PE 0.0 11 10.0 0.0 21.7 0.0 0.004 TL 55.00 PV Pipe: 11 5.1 1.101 PL 12.80 PF 0.2 10 10.0 0.0 21.9 0.0 1.7 150 FTG 4F2TR PE 0.0 10A 10.0 0.0 21.8 0.0 0.006 TL 27.80 PV Pipe: 12 5.1 1.101 PL 8.10 PF 0.1 10A 10.0 0.0 21.8 0.0 1.7 150 FTG 2FT2R PE 0.0 11 10.0 0.0 21.7 0.0 0.006 TL 17.10 PV . AINKLER SYSTEM HYDRAULIC: ANALYSIL Page 4 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS \CALCS\INITIAL\1HD-BATH4.SDF JOB TITLE: PIPE TAG Q(GPM) DI:A(IN) LENGTH PRESS. END ELEV:- NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 9.7 1.101 PL 39.00 PF 1.1 11 10.0 0.0 21.7 0.0 3.3 150 FTG F2E9R PE 0.0 12 10.0 0.0 20.5 0.0 0.018 TL 63.00 PV Pipe: 14 9.4 1.101 PL 32.00 PF 0.9 12 10.0 0.0 20.5 0.0 3.2 150 FTG F2E5R PE 0.0 13 10.0 0.0 19.7 0.0 0.017 TL 52.00 PV Pipe: 15 3.2 1.101 PL 13.30 PF 0.1 13 10.0 0.0 19.7 0.0 1.1 150 FTG 2FT2R PE 0.0 14 10.0 0.0 19.6 0.0 0.002 TL 22.30 PV Pipe: 16 0.0 1.101 PL 4.00 PF 0.0 14 10.0 0.0 19.6 0.0 0.0 150 FTG ET PE 0.0 15 10.0 0.0 19.6 0.0 0.000 TL 16.00 PV Pipe: 17 3.2 1.101 PL 13.70 PF 0.1 14 10.0 0.0 19.6 0.0 1.1 150 FTG 2FT2R PE 0.0 16 10.0 0.0 19.6 0.0 0.002 TL 22.70 PV Pipe: 18 0.0 1.101 PL 4.00 PF 0.0 16 10.0 0.0 19.6 0.0 0.0 150 FTG ER PE 0.0 17 10.0 0.0 19.6 0.0 0.000 TL 12.00 PV Pipe: 19 3.2 1.101 PL 33.00 PF 0.1 16 10.0 0.0 19.6 0.0 1.1 150 FTG 3ET3R PE 0.0 18 10.0 0.0 19.4 0.0 0.002 TL 62.00 PV Pipe: 20 6.1 1.101 PL 10.00 PF 0.2 13 10.0 0.0 19.7 0.0 2.1 150 FTG 3ER PE 0.0 18 10.0 0.0 19.4 0.0 0.008 TL 32.00 PV Pipe: 21 9.4 1.101 PL 38.70 PF 0.9 18 10.0 0.0 19.4 0.0 3.2 150 FTG 6FT6R PE 0.0 19 10.0 0.0 18.5 0.0 0.017 TL 55.70 PV Pipe: 22 9.4 1.101 PL 21.50 PF 0.5 19 10.0 0.0 18.5 0.0 3.2 150 FTG 4F3R PE 0.0 2 10.0 0.0 18.0 0.0 0.017 TL 28.50 PV Pipe: 23 -20.0 1.101 PL 26.80 PF 2.4 9 10.0 0.0 23.1 0.0 6.7 150 FTG 4F4R PE 0.0 20 10.0 0.0 25.4 0.0 0.068 TL 34.80 PV Pipe: 23A -0.4 1.101 PL 10.00 PF 0.0 7 10.0 0.0 20.5 0.0 0.1 150 FTG T PE 0.0 12 10.0 0.0 20.5 0.0 0.000 TL 15.00 PV Pipe: 24 -20.0 1.101 PL 19.00 PF 2.6 20 10.0 0.0 25.4 0.0 6.7 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 28.0 0.0 0.068 TL 38.00 PV SPRINKLER SYSTENt DRAULIC ANALYSIS Pag� DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\lHD-BATH4.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -20.0 1.101 PL 5.00 PF 1.0 TOR 10.0 0.0 28.0 0.0 6.7 150 FTG E2R PE 2.2 FS 5.0 0.0 31.1 0.0 0.068 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 34.1 0.0 3.0 psi, 20.0 gpm FS 5.0 0.0 31.1 0.0 Pipe: 32 -20.0 1.101 PL 3.00 PF 0.8 FS1 5.0 0.0 34.1 0.0 6.7 150 FTG RC PE 1.3 BOR 2:0 0.0 36.2 0.0 0.068 TL 12.00 PV Pipe: 33 -20.0 1.025 PL 5.00 PF 1.1 BOR 2.0 0.0 36.2 0.0 7:8 150 FTG 2E PE 0.0 U1 2.0 H.S. 37.3 5.0 0.096 TL 11.00 PV Pipe: 34 -25.0 1.025 PL 4.00 PF 2.2 U1 2.0 H.S. 37.3 5.0 9.7 150 FTG ETG PE 1.7 U2 -2.0 0.0 41.2 0.0 0.146 TL 15.00 PV Pipe: 35 -25-0 2.003 PL 100.00 PF 0.6 U2 -2.0 0.0 41.2 0.0 2.5 150 FTG E PE 0.0 U3 -2.0 0.0 41.8 0.0 0.006 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 45.8 0.0 4.0 psi, 25.0 gpm U3 -2.0 0.0 41.8 0.0 Pipe: 37 -25.0 0.995 PL 6.50 PF 2.3 U4 -2.0 0.0 45.8 0.0 10.3 150 FTG TG PE 0.9 SRC -4.0 SRCE 49.0 (N/A) 0.169 TL 13.50 PV NOTES (HASS). (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.107 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet 1. !RINKLER SYSTEM HYDRAULIC ANALYS. Page 6 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKKLERSICALCS\INITIAL\lHD-BATH4.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 60.47 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ZhkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 70.0 G p 60.0 U G E 50.0 P R E S 40.0 S U R 30.0 E ( p 20.0 s i 10.0 M -14.7 WATER SUPPLY ANALYSIS Static: 60.50 psi Resid: 20.00 psi Flow: 1500.0 gpm I-L VV kurel) Note; (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source C-41d b[1 H y .. H H �l r M r F, N O r b7 tJ �0 E] t7l ro m x H H d z z x z r n M M 70 / ro H iC W EI tJ H M C 2 ro 1 H z e x t7l a x r U) H / n n z r z n > m L. / k H E] z H H El H H r r x d i W H x � ro • a In LO U, we ,_IRINKLER SYSTEM HYDRAULIC ANALYS. Page 8 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRIAIKLERS\CALCS\INITIAL\lHD-BATH4.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 600\ I \ I \\ I \ 54+ \\ I \ I \ X \\ P 48+ \ R I \\ E I \ S \ S 42+ \\ U \ R \\ E I \ 36+ \ P I \ S I \\ I 30+ \ I \ I \\ I \ 24+ \\ I \ I \ I 18+ I I 12+ LEGEND " I " X = Required Water Supply 48.99 psi @ 25.0 gpm FF 6+ n 0 = Available Water Supply " 60.48 psi @ 25.0 gpm " I " <-20.0 psi @ 1500 gpm Flow Test Point 0++-+----f.----+-----+------+--------+---------T---------+--- 400 600 800 1000 1200 1400 1600 1800 FLOW ( GPil3 ) 2000 R 'RINKLER SYSTEM HYDRAULIC ANALYS �1 Page 2 DATE: 7/11/2017RESTOENCE\FIRE SPRINKLERS\CALCS\INITIAL,LHD-GUEST BERM.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 60.5 20.0 1500.0 60.5 31.3 48.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - 8.1 - - - 2 10.0 - - _ 8.1 - - - 3 10.0 - - 7.6 - - - 4 10.0 K= 7.3 13.3 5 10.0 - 7.6 - - - 6 10.0 K 7.0 13.0 7 10.0 11.0 - - - 8 10.0 12.7 - - - 9 10.0 15.2 - - - 10 10.0 - - 13.3 - - - 10A 10.0 - - - - 13.1 - - - 11 10.0 -- -- - - 12.9 - - - 12 10.0 - - - - 11.1 - - 13 10.0 - - - 10.0 - - - 14 10.0 - - - 10.0 - - - 15 10.0 - - -- - 10.0 - - - 16 10.0 - - - - 9.9 - - - 17 10.0 - - - - 9.9 - - - 18 10.0 - - - - 9.8 -- - - 19 10.0 - - - - 8.7 - - - 20 10.0 - - - - 49.1 - - - TOR 10.0 - - - - 23.4 - - - FS 5.0 - - - - 27.2 - - - FS1 5.0 - - - - 30.2 - - - BOR 2.0 - - - - 32.8 - - - U1 2.0 HOSE STREAM 34.6 5.0 U2 -2.0 - - - - 39.6 - - U3 -2.0 - - - - 40-5 U4 -2.0 - - - - 44.5 - - SRC -4.0 SOURCE 48.8 31.3 RESIDENTIAL FI' SYSTEMS, INC. 8085 EAST CR,oTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 2 HD GUEST BEDROOM CALC FILE NUMBER: 107631 DATE: JUL 11, 2017 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13Dr 2013 EDITION DENSITY: 0.05 qpm/sq. 'fit. AREA OF APPLICATION: 512.0 so. ft. COVERAGE PER SPRINKLER: 256.0 sqft. max. NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.3 gpm TOTAL WATER REQUIRED (including hose): 3I'1.3 gpm FLOW AND PRESSURE (@ BOR): 3f.3 gpm @ 32.8 psi SPRINKLER ORIFICE SIZE: 7k 6 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION: O.C.F.A. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. f 1 r f SPRINKLER SYSTEM fDRAULIC ANALYSIS Pay-,3 DATE: 7/11/2017RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-GUEST BERM.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Piper 1 0.0 1.101 PL 5.90 PF 0.0 1 10.0 0.0 8.1 0.0 0.0 150 FTG 2E PE 0.0 2 10.0 0.0 8.1 0.0 0.000 TL 19.90 PV Pipe: 2 10.2 14101 PL 8.40 PF 0.5 2 10.0 0.0 8.1 0.0 3.4 150 FTG 2ET PE 0.0 3 10.0 0.0 7.6 0.0 0.019 TL 27.40 PV Pipe: 3 13.3 1.101 PL 3.20 PF 0.3 3_ 10.0 0.0 7.6 0.0 4.5 150 FTG T PE 0.0 `4,;! 10.0 4.9 7.3 13.3 0.032 TL 8.20 PV Pipe: 4 -3.1 1.101 PL 12.30 PF 0.0 3 10.0 0.0 7.6 0.0 1.0 150 FTG 2F2R PE 0.0 5 10.0 0.0 7.6 0.0 0.002 TL 16.30 PV Pipe: 5 13.0 1.101 PL 6.80 PF 0.6 10.0 0.0 7.6 0.0 4.4 150 FTG ET PE 0.0 6� 10.0 4.9 7.0 13.0 0.031 TL 18.80 PV Pipe: 6 -16.1 1.101 PL 53.00 PF 3.4 5 10.0 0.0 7.6 0.0 5.4 150 FTG F2E7R PE 0.0 7 10.0 0.0 11.0 0.0 0.045 TL 75.00 PV Pipe: 7 -13.5 1.101 PL 30.00 PF 1.6 7 10.0 0.0 11.0 0.0 4.5 150 FTG 2ETR PE 0.0 8 10.0 0.0 12.7 0.0 0.033 TL 50.00 PV Pipe: 8 -13.5 1.101 PL 40.00 PF 2.6 8 10.0 0.0 12.7 0.0 4.5 150 FTG 4ET5R PE 0.0 9 10.0 0.0 15.2 0.0 0.033 TL 78.00 PV Pipe: 9 12.8 1.101 PL 38.00 PF 1.9 9 10.0 0.0 15.2 0.0 4.3 150 FTG 2ET7R PE 0.0 10 10.0 0.0 13.3 0.0 0.030 TL 64.00 PV Pipe: 10 6.0 1.101 PL 35.00 PF 0.4 10 10.0 0.0 13.3 0.0 2.0 150 FTG F3T4R PE 0.0 11 10.0 0.0 12.9 0.0 0.007 TL 55.00 PV Pipe: 11 6.7 1.101 PL 12.80 PF 0.3 10 10.0 0.0 13.3 0.0 2.3 150 FTG 4F2TR PE 0.0 10A 10.0 0.0 13.1 0.0 0.009 TL 27.80 PV Pipe: 12 6.7 1.101 PL 8.10 PF 0.2 10A 10.0 0.0 13.1 0.0 2.3 150 FTG 2FT2R PE 0.0 11 10.0 0.0 12.9 0.0 0.009 TL 17.10 PV SzRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/11/2017RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-GUEST BERM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV, NOZ.. PT DISC. VEL(FPS) Hw(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.8 1.101 PL 39.00 PF 1.9 11 10.0 0.0 12.9 0.0 4.3 150 FTG F2E9R PE 0.0 12 10.0 0.0 11.1 0.0 0.030 TL 63.00 PV Pipe: 14 10.2 1.101 PL 32.00 PF 1.0 12 10.0 0.0 11.1 0.0 3.4 150 FTG F2E5R PE 0.0 13 10.0 0.0 10.0 0.0 0.019 TL 52.00 PV Pipe: 15 3.5 1.101 PL 13.30 PF 0.1 13 10.0 0.0 10.0 0.0 1.2 150 FTG 2FT2R PE 0.0 14 10.0 0.0 10.0 0.0 0.003 TL 22.30 PV Pipe: 16 0.0 1.101 PL 4.00 PF 0.0 14 10.0 0.0 10.0 0.0 0.0 150 FTG ET PE 0.0 15 10.0 0.0 10.0 0.0 0.000 TL 16.00 PV Piper 17 3.5 1.101 PL 13.70 PF 0.1 14 10.0 0.0 10.0 0.0 1.2 '150 FTG 2FT2R PE 0.0 16 10.0 0.0 9.9 0.0 0.003 TL 22.70 PV Pipe:. 18 0.0 1.101 PL 4.00 PF 0.0 16 10.0 0.0 9.9 0.0 0.0 150 FTG ER PE 0.0 17 10.0 0.0 9.9 0.0 0.000 TL 12.00 PV Pipe: 19 3.5 1.101 PL 33.00 PF 0.2 16 10.0 0.0 9.9 0.0 1.2 150 FTG 3ET3R PE 0.0 18 10.0 0.0 9.8 0.0 0.003 TL 62.00 PV Pipe: 20 6.7 1.101 PL 10.00 PF 0.3 13 10.0 0.0 10.0 0.0 2.3 150 FTG 3ER PE 0.0 18 10.0 0.0 9.8 0.0 0.009 TL 32.00 PV Pipe: 21 10.2 1.101 PL 38.70 PF 1.1 18 10.0 0.0 9.8 0.0 3.4 150 FTG 6FT6R PE 0.0 19 10.0 0.0 8.7 0.0 0.019 TL 55.70 PV Pipe: 22 10.2 1.101 PL 21.50 PF 0.6 19 10.0 0.0 8.7 0.0 3.4 150 FTG 4F3R PE 0.0 2 10.0 0.0 8.1 0.0 0.019 TL 28.50 PV Pipe: 23 -26.3 1.101 PL 26.80 PF 3.9 9 10..0 0.0 15.2 0.0 8.8 150 FTG 4F4R PE 0.0 20 10.10 0.0 19.1 0.0 0.113 TL 34.80 PV Pipe: 23A -2.6 1.101 PL 10.00 PF 0.0 7 10.0 0.0 11.0 0.0 0.9 150 FTG T PE 0.0 12 10.0 0.0 11.1 0.0 0.002 TL 15.00 PV Pipe: 24 -26.3 1.101 PL 19.00 PF 4.3 20 10.0 0.0 19.1 0.0 8.8 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 23.4 0.0 0.113 TL 38.00 PV SPRINKLER SYSTEL ZDRAULIC ANALYSIS Pages- 5 DATE: 7/11/2017RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-GUEST BERM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC,. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -26.3 1.101 PL 5.00 PF 1.6 TOR 10.0 0.0 23.4 0.0 8.8 150 FTG E2R PE 2.2 FS 5.0 0.0 27.2 0.0 0.113 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 30.2 0.0 3.0 psi, 26.3 gpm FS 5.0 0.0 27.2 0.0 Pipe: 32 -26.3 1.101 PL 3.00 PF 1.4 FS1 5.0 0.0 30.2 0.0 8.8 150 FTG RC PE 1.3 BOR 2.0 0.0 32.8 0.0 0.113 TL 12.00 PV Pipe: 33 -26.3 1.025 PL 5.00 PF 1.8 BOR 2.0 0.0 32.8 0.0 10.2 150 FTG 2E PE 0.0 U1 2.0 H.S. 34.6 5.0 0.159 TL 11.00 PV Pipe.: 34 -31.3 1.025 PL 4.00 PF 3.3 U1 2.0 H.S. 34.6 5.0 12.2 150 FTG ETG PE 1.7 U2 -2.0 0.0 39.6 0.0 0.220 TL 15.00 PV Pipe: 35 -31.3 2.003 PL 100.00 PF 0.9 U2 -2.0 0.0 39.6 0.0 3.2 150 FTG E PE 0.0 U3 -2.0 0.0 40.5 0.0 0.008 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 44.5 0.0 4.0 psi, 31.3 gpm U3 -2.0 0.0 40.5 0.0 Pipe: 37 -31.3 0.995 PL 6.50 PF 3.4 U4 -2.0 0.0 44.5 0.0 12.9 150 FTG TG PE 0.9 SRC -4.0 SRCE 48.8 (N/A) 0.255 TL 13.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet SrRINKLER SYSTEM HYDRAULI:: ANALYSIS Page 6 DATE: 7/11/2017RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-GUEST BERM.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC unJer full flow conditions is 60.46 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVIv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 80.0 70.0 G A 60.0 U G E 50.0 P R E S S U R E 40.0 30.0 p 20.0 s i 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 60.50 psi Resid: 20.00 psi Flow: 1500.0 gpm r'LUw (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source St-XINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/11/2017RESIDENCE\FIRE SPRINKLERS\CALLS\INITIAL\2HD-GUEST BERM.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 600\ I \ I \\ I \ 54+ \\ I \ I \ X \\ P 48+ \ R \\ E \ S I \ S 42+ \\ U \ R I \\ E I \ 36+ \ P I \ S I \\ I 30+ \ I \ I \\ I \ 24+ \\ I \ I \ * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I 12+ LEGEND " I X = Required Water Supply " 48.85 psi @ 31.3 gpm " 6+ " I 0 = Available Water Supply " 60.47 psi @ 31.3 gpm " I 0++-+---+----+-----+------+--------+--------+---------+------------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM, RESIDENTIAL A,:� SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ALBERS RESIDENCE 2 HD MASTER BEDROOM CALC FILE NUMBER: 10763 DATE: JUL 11, 2017 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2013 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm TOTAL WATER REQUIRED (including hose): 31.1 gpm FLOW AND PRESSURE (@ BOR): 31.1 gpm @ 32.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: BORNA B. AUTHORITY HAVING JURISDICTION: O.C.F.A. CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. St-INKLER SYSTEM HYDRAULIC: ANALYSIS Page 2 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-MBDRM.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 60.5 20.0 1500.0 60.5 31.1 48.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - 9.8 - - - 2 10.0 - - - - 9.8 - - - 3 10.0 - - - - 10.1 - - - 4 10.0 - - - 10.1 - - - 5 10.0 - - - - 10.4 - - - 6 10.0 - - - - 10.4 - - - 7 10.0 - - - - 11.4 - - - 8 10.0 - - - - 13.0 - - - 9 10.0 - - - - 15.5 - - - 10 10.0 - - - - 13.6 - - - 10A 10..0 - - - - 13.4 - - - 11 10.0 - - - - 13.2 - - - 12 10.0 - - - - 11.4 - - - 13 10.0 - - - - 8.6 - - - 14 10.0 - - - - 7.5 - - - 15 10.0 K= 4.90 7.0 13.0 16 10.0 - 7.5 17 10.0 K= 4.90 7.1 13.1 18 10.0 - - - 8.6 - - - 19 10•10 - - - - 9.4 - - - 20 10.0 - - - - 19.4 - - - TOR 10:0 - - - - 23.6 - - - FS 5.0 - - - - 27.3 - - - FS1 5.0 - - - - 30.3 -- - - BOR 2.0 - - - - 32.9 - - - U1 2.0 HOSE STREAM 34.7 5.0 U2 -2.0 - - - - 39.7 - - - U3 -2.0 - - - - 40.6 - - - U4 -2.0 - - - - 44.6 - - - SRC -4.0 SOURCE 48.9 31.1 SPRINKLER SYST��YDRAULIC ANALYSIS Pa� 3 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-MBDRM.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 5.90 PF 0.0 1 10.0 0.0 9.8 0.0 0.0 150 FTG 2E PE 0.0 2 10.0 0.0 9.8 0.0 0.000 TL 19.90 PV Pipe: 2 -8.5 1.101 PL 8.40 PF 0.4 2 10.0 0.0 9.8 0.0 2.9 150 FTG 2ET PE 0.0 3 10.0 0.0 10.1 0.0 0.014 TL 27.40 PV Pipe: 3 0.0 1.101 PL 3.20 PF 0.0 3 10.0 0.0 10.1 0.0 0.0 150 FTG T PE 0.0 4 10.0 0.0 10.1 0.0 0.000 TL 8.20 PV Pipe: 4 -8.5 1.101 PL 12.30 PF 0.2 3 10.0 0.0 10.1 0.0 2.9 150 FTG 2F2R PE 0.0 5 10.0 0.0 10.4 0.0 0.014 TL 16.30 PV Pipe: 5 0.0 1.101 PL 6.80 PF 0.0 5 10.0 0.0 10.4 0.0 0.0 150 FTG ET PE 0.0 6 10.0 0.0 10.4 0.0 0.000 TL 18.80 PV Pipe: 6 -8.5 1.101 PL 53.00 PF 1.1 5 10.0 0.0 10.4 0.0 2.9 150 FTG F2E7R PE 0.0 7 10.0 0.0 11.4 0.0 0.014 TL 75.00 PV Pipe: 7 -13.3 1.101 PL 30.00 PF 1.6 7 10.0 0.0 11.4 0.0 4.5 150 FTG 2ETR PE 0.0 8 10.0 0.0 13.0 0.0 0.032 TL 50.00 PV Pipe: 8 -13.3 1.101 PL 40.00 PF 2.5 8 10.0 0.0 13.0 0.0 4.5 150 FTG 4ET5R PE 0.0 9 10.0 0.0 15.5 0.0 0.032 TL 78.00 PV Pipe: 9 12.8 1.101 PL 38.00 PF 1.9 9 10.0 0.0 15.5 0.0 4.3 150 FTG 2ET7R PE 0.0 10 10.0 0.0 13.6 0.0 0.030 TL 64.00 PV Pipe: 10 6.0 1.101 PL 35.00 PF 0.4 10 10.0 0.0 13.6 0.0 2.0 150 FTG F3T4R PE 0.0 11 10.0 0.0 13.2 0.0 0.007 TL 55.00 PV Pipe: 11 6.7 1.101 PL 12.80 PF 0.3 10 10.0 0.0 13.6 0.0 2.3 150 FTG 4F2TR PE 0.0 10A 10.0 0.0 13.4 0.0 0.009 TL 27.80 PV Pipe: 12 6.7 1.101 PL 8.10 PF 0.2 10A 10.0 0.0 13.4 0.0 2.3 150 FTG 2FT2R PE 0.0 11 10.0 0.0 13.2 0.0 0.009 TL 17.10 PV Sa_=,lNKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-MBDRM.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ.. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.8 1.101 PL 39.00 PF 1.9 11 10.0 0.0 13.2 0.0 4.3 150 FTG F2E9R PE 0.0 12 10.0 0.0 11.4 0.0 0.030 TL 63.00 PV Pipe: 14 17.5 1.101 PL 32.00 PF 2.8 12 10.0 0.0 11.4 0.0 5.9 150 FTG F2E5R PE 0.0 13 10.0 0.0 8.6 0.0 0.053 TL 52.00 PV Pipe: 15 16.4 1.101 PL 13.30 PF 1.1 13 10.0 0.0 8.6 0.0 5.5 150 FTG 2FT2R PE 0.0 14 10.0 0.0 7.5 0.0 0.047 TL 22.30 PV Pipe: 16 13.0 1.101 PL 4.00 PF 0.5 14 10.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 15 10.0 4.9 7.0 13.0 0.031 TL 16.00 PV Pipe: 17 3.4 1.101 PL 13.70 PF 0.1 14 10.0 0.0 7.5 0.0 1.1 150 FTG 2FT2R PE 0.0 16 10.0 0.0 7.5 0.0 0.003 TL 22.70 PV Pipe: 18 13.1 1.101 PL 4.00 PF 0.4 16 10-0 0.0 7.5 0.0 4.4 150 FTG ER PE 0.0 17 10.0 4.9 7.1 13.1 0.031 TL 12.00 PV Pipe: 19 -9.7 1.101 PL 33.00 PF 1.1 16 10.0 0.0 7.5 0.0 3.3 150 FTG 3ET3R PE 0.0 18 10.0 0.0 8.6 0.0 0.018 TL 62.00 PV Pipe: 20 1.1 1.101 PL 10.00 PF 0.0 13 10.0 0.0 8.6 0.0 0.4 150 FTG 3ER PE 0.0 18 10.0 0.0 8.6 0.0 0.000 TL 32.00 PV Pipe: 21 -8.5 1.101 PL 38.70 PF 0.8 18 10.0 0.0 8.6 0.0 2.9 150 FTG 6FT6R PE 0.0 19 10.0 0.0 9.4 0.0 0.014 TL 55.70 PV Pipe: 22 -$.5 1.101 PL 21.50 PF 0.4 19 10.0 0.0 9.4 0.0 2.9 150 FTG 4F3R PE 0.0 2 10.0 0.0 9.8 0.0 0.014 TL 28.50 PV Pipe: 23 -26.1 1.101 PL 26.80 PF 3.9 9 10.0 0.0 15.5 0.0 8.8 150 FTG 4F4R PE 0.0 20 10.0 0.0 19.4 0.0 0.111 TL 34.80 PV Pipe: 23A 4.8 1.101 PL 10.00 PF 0.1 7 10.0 0.0 11.4 0.0 1.6 150 FTG T PE 0.0 12 10.0 0.0 11.4 0.0 0.005 TL 15.00 PV Pipe: 24 -26.1 1.101 PL 19.00 PF 4.2 20 10.0 0.0 19.4 0.0 8.8 150 FTG FE2TR PE 0.0 TOR 10.0 0.0 23.6 0.0 0.111 TL 38.00 PV SPRINKLER SYSTL dYDRAULIC ANALYSIS P-.11 5 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALCS\INITIAL\2HD-MBDRM.SDF SOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 30 -26.1 1.101 PL 5.00 PF 1.6 TOR 10.0 0.0 23.6 0.0 8.8 150 FTG E2R PE 2.2 FS 5.0 0.0 27.3 0.0 0.111 TL 14.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 30.3 0.0 3.0 psi, 26.1 gpm FS 5.0 0.0 27.3 0.0 Pipe: 32 -26.1 1.101 PL 3.00 PF 1.3 FS1 5.0 0.0 30.3 0.0 8.8 150 FTG RC PE 1.3 BOR 2.0 0.0 32.9 0.0 0.111 TL 12.00 PV Pipe: 33 -26.1 1.025 PL 5.00 PF 1.7 BOR 2.0 0.0 32.9 0.0 10.1 150 FTG 2E PE 0.0 U1 2.0 H.S. 34.7 5.0 0.157 TL 11.00 PV Pipe: 34 -31.1 1.025 PL 4.00 PF 3.3 U1 2.0 H.S. 34.7 5.0 12.1 150 FTG ETG PE 1.7 U2 -2.0 0.0 39.7 0.0 0.218 TL 15.00 PV Pipe: 35 -31.1 2.003 PL 100.00 PF 0.9 U2 -2.0 0.0 39.7 0.0 3.2 150 FTG E PE 0.0 U3 -2.0 0.0 40.6 0.0 0.008 TL 111.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE U4 -2.0 0.0 44.6 0.0 4.0 psi, 31.1 gpm U3 -2.0 0.0 40.6 0.0 Pipe: 37 -31.1 0.995 PL 6.50 PF 3.4 U4 -2.0 0.0 44.6 0.0 12.8 150 FTG TG PE 0.9 SRC -4.0 SRCE 48.9 (N/A) 0.252 TL 13.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38061304 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 37. (4) Items listed in bold print on the cover sheet S r _ NKLER SYSTEM HYDRAULIC, ANXIHSIS P age 6 DATE: 7/11/2017BERS RESIDENCE\FIRE SPRINKLERS\CALLS\INITIAL\2HD-MBDRM.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 60.46 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg C:hkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg C:hkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 80.0 70.0 G 7 A 60.0 U G E 50.0 P R E S S U R E 40.0 30.0 p 20.0 s i 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 60.50 psi Resid: 20.00 psi Flow: 1500.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPA-�NKLER SYSTEM HYDRAULIC ANALYSIS , - `' Page 8 DATE: 7/11/2017BERS RESIDENCE\FIRE SPR--NKLERS\CALCS\INITIAL\2HD-MBDRM.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I I 600\ I \ I \\ I 54+ \\ I \ I 1 x \\ P 48+ \ R I \\ E 1 S I \ S 42+ \\ U I \ R I \\ E I \ 36+ \ P \ S I \\ I 30+ \ I 1 I \\ I \ 24+ \\ I \ I \ I * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I 12+ LEGEND I" X = Required Water Supply " I 48.87 psi @ 31.1 gpm " 6+ I 0 = Available Water Supply 60.47 psi @ 31.1 gpm " I" 0++-+---+----+-----+------+---------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT I JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 CAL FIRE - RIVERF )1E UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org April 28, 2017 Residential Fire Systems 8085 E Crystal Drive Anaheim, CA 92807 Re: Residential Fire Sprinkler Review- The Hideaway /Albers Residence Lot 163 LAQ-17-RS-025BRES2016-0377 50742 Via Pessaro - La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are Not Approved with the following corrections required: 1. Provide updated CVWD Connection Charge Estimate providing calculation of water meter and supply capable of meeting the sprinkler demand of the hydraulic calculations. 2. Residential Fire Sprinkler Plans shall comply with 2016 NFPA 13D 3. Replace Ordinary Temperature Sprinkler with Intermediate Temperature Sprinkler in Laundry Room. 4. 2016 NFPA 13D Section 5.1.1.2 - Spare sprinklers shall not be required to be provided. 5. 2016 NFPA 13D Section 11.2.1.2 - Where a fire department connection pumper connection is not provided, the system shall be hydrostatically tested to normal operating pressure without evidence of leakage. 6. 2016 NFPA 13D Section 7.6 - Alarms Local water flow alarms shall be provided on all sprinkler systems in homes not equipped with smoke alarms or smoke detectors in accordance with NFPA 72. 7. Eliminate unused sprinklers in Legend. 8. Add Hangars that are Red -Lined on Plans. The Fire Department approved plans and conditions letter must be at the job site or NO inspection will be performed. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)863-8886. Lisa Nottingham - Fire Safety Specialist Nottingham, Lisa@CALFIRE Subject: LAQ-17-RS-025 - ALBERS RESIDENCE @ THE HIDEAWAY - RES OH ROUGH/ HYDRO Location: 80742 VIA PESSARO, LOT 163, LA QUINTA Start: Fri 9/8/2017 8:00 AM End: Fri 9/8/2017 8:30 AM Recurrence: (none) Organizer: Nottingham, Lisa@CALFIRE Rep. Name: Jesus Tapia (Foreman) Co. Name: Residential Fire Systems, Inc. Phone#: 714-666-8450 Office Cell#: 714-448-0125 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rouah-wire inspection Underground rough Function test Under round hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Under round hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK X Overhead hydro x I Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary 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 extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/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/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: R L70 I Finish Time: 1 Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 ❑ New FD Permit # PLAN REVIEW FORM 6 Re -Submittal # 1 LAQ-1-7 - ks- 0a-s County/City Permit# BRE52616 -037-7 ❑ As-builts PROJECT INFORMATION Project Name: Albers Residence (Lot 163) Address: City & Zip: 80742 Via Pessaro La Quinta, CA 92253 Office of the Fire Marshal Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Rivergffied8On u 1tivy Fire Office of the Fire Marshal JUL 12 2017 M I have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money due prior to or after project final. Sign: 7/13/17 f Print: V APPLICANT INFORMATION Company Name: Residential Fire Systems Address: 8085 E. Crystal Dr. Applicant Name: Gabriel Velasco Phone: 714.666.8450 City/ Zip: Anaheim, CA 92807 Email: gabriely@resfire.com BILLING INFORMATION: ❑ Same as applicant Company Name: Albers Construction Co. Inc. Applicant Name: Richard Albers Address: PO Box 238 City/ Zip: La Quinta, CA 92247 Phone: 760-774-8787 Email: b.albers@earthlink.net 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) ❑Commercial OResidential ❑Other Construction: ❑Building ❑Tenant Improvement (New/Existing) ❑Cell Site ❑High Pile/Racks ❑HFA Systems: OSprinkler DTI Sprinkler ❑Sprinkler Monitoring ❑Fire Alarm ❑Hood & Duct Suppression ❑Other Suppression ❑Spray Booth DUG Water Other: Storage Tanks: ❑Dispensers Only ❑Above Ground # ❑Underground # Fee Paid: Date Paid: Check#: Received By: _ Receipt#(OCR) ❑DBF OFFICE USE ONLY Reviewed by: PC Review Date: ❑ Approved 2 Denied Plans Stamped: Wes ❑No Letter Attached: IMYes ONO Job Card Included: ❑Yes ONO ❑DBF Called for Pick -Up ,M rc� Date: By: r Picked -Up Date:-7�Z By: d- d1 w Shipped By / Method ❑DBF Visit us at www.rvcfire.ora Riverside County Fire Depurtment Office of the Fire Marshal Riverside Office: Palm Desert Office: 2300 Market Street, Ste. 150 77-933 Las Montanas Rd., Ste 201 Riverside, CA 92501 Palm Desert CA 92211 Phone: (951) 955-4777 - Fax: (951) 955-4886 Phone: (760) 863-8886 -- Fax: 760 863-7072 Office Use Only PLAN REVIEW FORM Riverside County Fire Office of the Fire Marshal ❑ New FJ Re -Submittal # 2 ❑ As-builts AOG 0 'r 2017 FD Permit # BRES-2016-0377 Re i d County/City Permit# LAQ-17-RS-025 By I PROJECT INFORMATION Project Name: Albers Residence (Lot 163) e _77"211��217 ll have read and understand that Fire Dept. fees are Address: City & Zip: 50742 Via Pessaro La Quinta, CA 92253 Deposit Based Fees and there may be additional money due prior to or after project final. Sign: 8/4/17 Print: APPLICANT INFORMATION Company Name: Residential Fire Systems Applicant Name: Gabriel Velasco Address: 8085 E. Crystal Dr. Phone: 714.666.8450 City/ Zip: Anaheim, CA 92807 Email: gabriely@resfire.com BILLING INFORMATION: ❑ Same as applicant Company Name: Albers Construction Co. Inc. Applicant Name: Richard Albers Address: PO Box 238 Phone: 760-774-8787 City/ zip: La Quinta, CA 92247 Email: b.albers@earthlink.net 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) ❑Commercial OResidential ❑Other Construction: ❑Building ❑Tenant Improvement (New/Existing) ❑Cell Site ❑High Pile/Racks ❑HFA Systems: OSprinkler ❑TI Sprinkler ❑Sprinkler Monitoring ❑Fire Alarm ❑Hood & Duct Suppression ❑Other Suppression ❑Spray Booth ❑UG Water Other: Storage Tanks: ❑Dispensers Only ❑Above Ground # ❑Underground # OFFICE USE ONLY Fee Paid: 1 ; Reviewed by: Called for Pick -Up Date Paid: L— ¢ Date: <��/10/17 By: Ua.�G�, PC Review Date:51 ..JJ Picked -Up Check#: ❑ Approved ❑ Denied Date: <3l) p g"1 BY: _QrlPi Received By: Plans Stamped: ❑'i'es ONO Letter Attached: ®Yes ONO Shipped By / Method Receipt# (OCR) Job Card Included: ❑Yes ONO (1 ❑DBF ❑DBF ❑DBF Fenn 1 - Revised 6/14/2017 Visit us at www.rycfire.ora Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM 'la, New ❑ Re -Submittal # ❑ As-builts FD Permit No. LAQ -17 - k 5 - 02-5 County/ City Permit# }`2 P-� ID 6, _ C142 Office of the Fire Marshal Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Riverels blo"Ll ty Fire Office of the Fire Marshal APR 18 2017 Rec'e ey I PROJECT INFORMATION (Please Print) I - 'I m cAAwaU j Project Name: 'TT �'fr� I have read and understand that Fire Dept, fees are �� Deposit Based Fees and there may be additional Address: �� {Y=��.1►�1,r w� �sZ money du rior to or after proje 1. Sign: City & Zip: (,'1 i_ i I r'l to - (A 9 a 15 -:F>_ Print: c CONTACT INFORMATION II BILLING INFORMATION: KSame as contact info Company Name: =�, f l e-13 ,( 6'ra Contact Person: P-�1LAI7�y-nu BILL TO: Mailing Address: ] Mailing Address: City & Zip lla(leiw, , (" 4 92_�<a1 City & Zip Phone No.: y �6 q�� Fax: -(y 666 2aYg-Phone No.: Fax: Email:Ce��et� j'�a11-}a �� 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 appropriate items) ❑ Commercial ❑ Industrial gResidential ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area Ij(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 Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground OFFICE USE ONLY Fee Paid: Date Paid: � $/ 7 Reviewed by: -Vic __ Called for P'ck-Up Date:- f . �'� Check#: ..7-q" PC Review Date: ❑ Approved Picked -Up Date: j I � By: Received By: h4) �f*Denied Plans Stamped: & es ❑i o Letter Attached: &Yes ❑No Shipped By / Method 5)1. �G1� Receipt# (OCR) 1. 3 y9--07 Job Card Included: ❑Yes INNo BF ❑DBF L:JpbBF Fonn 1— Revised 1/3/2017 Visit us at www.rycfire.ora