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FCMP2018-0001 Washington St Apts Phase 2 Bldgs O-TProject Details PROJECT NUMBER F City of La Qu i nta FCM P2018-0001 Description: WASHINGTON APT/ FIRE MASTER PLAN / PHASE 2 / BLDGS O-T Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 10/1/2018 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 10/1/2018 Address: 42800 WASHINGTON ST Approved: 10/15/2018 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: AJ ORTEGA Expired: Details: ADDITIONAL SI Project Surnma CASE OPEN OPEN Ag ❑AYS COMPLETED REVIEWS 3 ACTIONS 4 INSPECTIONS CONDITIONS •• • • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES 1ST PC SUBMITTAL AARON HICKSON 10/2/2018 10/2/2018 FEES TO BE CHARGED ON AN HOURLY BASIS RECEIVED EDGAR ASKED IF I COULD ADD THE FEES AS THE SYSTEM NOTE STEPHANIE SWANSTROM 10/15/2018 10/15/2018 WOULDN'T ALLOW HIM. I APPROVED AND LISTED AJ AS PROJECT MANAGER. CHECKS WILL BE PLACED IN CHECK BOX INSIDE THE PURPLE FOLDER. THIS INCLUDES CHECKS FOR FSS2018-0174-79 AND NOTE ARMANDO MAGALLON 12/4/2018 12/4/2018 FSS2018-0111. THERE WAS SOME SORT OF CONFUSION AND APPLICANT DID NOT HAVE CHECK FOR FCMP2018-0001. FSS2018-0174-79 CANT BE PICKED UP UNTIL FCMP2018-0001 IS PAID FOR. NOTE AARON HICKSON 12/4/2018 12/14/2018 SEE NOTE DATED 12/4/2018 wel L, I Dal I I • gig Printed: Friday, January 13, 2023 9:10:18 AM 1 of 7 CENTRALSQLIARE r Project Details PROJECT NUMBER F City of La Qu i nta FCMP2018-0001 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 ANGELA@SYMONSFP.0 OM BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 ANGELA@SYMONSFP.0 OM CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 ANGELA@SYMONSFP.0 OM OWNER REDEVELOPMENT AGENCY CITY OF P O BOX 1504 LA QUINTA CA 0 • IN LFA F-111 111M Lim CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 3 $468.00 $468.00 12/17/18 R42413 09791 CHECK SYMONS FIRE AHI PROTECTION INC Total Paid for FIRE FEES: $468.00 $468.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $20.00 $20.00 12/17/18 R42413 09791 CHECK SYMONS FIRE AHI PROTECTION INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $20.00 $20.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 12/17/18 R42413 09791 CHECK SYMONS FIRE AHI ENHANCEMENT FEE PROTECTION INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 4900 $493.00 • INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Friday, January 13, 2023 9:10:18 AM 2 of 7 CENTRALSQLIARE Project Details PROJECT NUMBER F FCM P2018-0001 City of La Qu i nta 1ST FIRE (1WK) EDGAR GONZALEZ 3/19/2019 3/24/2019 3/26/2019 APPROVED- CONDITIONS AS-BUILTS THIS REVIEW IS FOR THE AS-BUILTS. NO ADDITIONAL CHARGE WILL BE ADDED. CONDITIONS TO REMAIN. 10/15/2018 Miguel Carlos Symon's Fire Protection 12155 Paine PI. Poway, CA 92064 Re: Residential Fire Sprinkler Plan Review — Washington Street Apartments FCM P2018-0001 Phase II — Buildings O, P, Q, R, S, & T 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 approved with the following conditions. 1.) Permanently marked identification signs shall be attached to all control valves. 2.) Fire department connection (if required) shall be installed on the access side of the structure and shall be painted red in color for corrosion resistance. 3.) A spare head box with the minimum required heads and appropriate wrench(es) shall be installed at fire sprinkler riser. 4.) A hydraulic calculation plate shall be installed at fire sprinkler riser with appropriate values. 5.) Fire sprinkler riser compartment shall be properly labeled on exterior side of room. 6.) Fire sprinkler control valve(s) shall be locked in the open position. Printed: Friday, January 13, 2023 9:10:18 AM 3 of 7 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2018-0001 1ST FIRE (2WK) EDGAR 10/1/2018 10/11/2018 10/15/2018 APPROVED- 7.) Fire sprinkler bell shall be properly labeled GONZALEZ CONDITIONS proper signage - "IF BELL RINGS DIAL 911." The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist 1ST PERMIT 11RON TECHNICIAN ( DAY) I HICK ON 110/1/2018 I 10/2/2018 I 10/4/2018 I COMPLETE Printed: Friday, January 13, 2023 9:10:18 AM 4 of 7 CENTRALSQLIARE Project Details PROJECT NUMBER F FCM P2018-0001 City of La Qu i nta WOOL,- wriTSINTROW Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FCMP2018-0001 - FCMP2018-0001 - WASHINGTON STREET WASHINGTON STREET APARTMENTS (PH. 2) - APARTMENTS (PH. 2) - DOC 10/15/2018 EDGAR GONZALEZ 42800 WASHINGTON 42800 WASHINGTON 1 ST. - FIRE SPRINKLER ST. - FIRE SPRINKLER MASTER PLN. MASTER PLN. (COA).docx (COA).docx DOC 12/29/2021 JULIA AGGREH Fire Review Fire Review 0 Application.pdf Application.pdf DOC 12/29/2021 JULIA AGGREH Transmital letter cover Transmital letter cover 0 sheet.pdf sheet.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH O_RA1_Phase 2 W St O_RA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH O_RA1_W St Apts 9 27 O_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH O_RA2_W St Apts 9 27 O_RA2_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH P_RA1_Phase 2 W St P_RA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH P_RA1_W St Apts 9 27 P_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH P_RA4_W St Apts 9 27 P_RA4_W St Apts 9 27 0 18.pdf 18.pdf Printed: Friday, January 13, 2023 9:10:18 AM 5 of 7 CENTRALSOIJARE Project Details PROJECT NUMBER F FCM P2018-0001 City of La Qu i nta 11or Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH CLRA1_Phase 2 W St CLRA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH Cl`RA1_W St Apts 9 27 C_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH CLRA2_W St Apts 9 27 C_RA2_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH R_RA1_Phase 2 W St R_RA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH R_RA1_W St Apts 9 27 R_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH R_RA4_W St Apts 9 27 R_RA4_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH S_RA1_Phase 2 W St S_RA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH S_RA1_W St Apts 9 27 S_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH S_RA2_W St Apts 9 27 S_RA2_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH T_RA1_Phase 2 W St T_RA1_Phase 2 W St 0 Apts 3 11 19.pdf Apts 3 11 19.pdf Printed: Friday, January 13, 2023 9:10:18 AM 6 of 7 CENTRALSOIJARE Project Details PROJECT NUMBER F FCM P2018-0001 City of La Qu i nta 11or Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH T_RA1_W St Apts 9 27 T_RA1_W St Apts 9 27 0 18.pdf 18.pdf Hydraulic Cal Bldg Hydraulic Cal Bldg DOC 12/29/2021 JULIA AGGREH T_RA2_W St Apts 9 27 T_RA2_W St Apts 9 27 0 18.pdf 18.pdf Res Fire Sprinkler Plan Res Fire Sprinkler Plan DOC 12/29/2021 JULIA AGGREH Review memo Bldg O P Review memo Bldg O P 0 Q R S and T.pdf Q R S and T.pdf DOC 12/29/2021 JULIA AGGREH FCMP2018-0001 AS FCMP2018-0001 AS 0 BUILTS.pdf BUILTS.pdf DOC 12/9/2021 JOSE DELGADO FCMP2018-0001.pdf FCMP2018-0001.pdf 0 Printed: Friday, January 13, 2023 9:10:18 AM 7 of 7 �*; CENTRALSOIJARE z Washington Street Apartments Phase 2, La Quinta Project Data Existing General Plan Designation: Medium Density Residential (MDR) Existing Zoning Designation: Medium Density Residential (MR) Existing Specific Plan Designation: N/A Existing Land Use: None Proposed Land Use: Multi -family Residential Total Gross Site Area: 225,205 sf (5.17 acres) Total Net Site Area: 225,205 sf (5,17 acres) Total Site Building Area: 33,068 sf Total Parking Area: 30,452 sf (13.52% of Net Site Area) Total Landscaped Area: 111,816 sf Total Active Recreation Area: 7,696 sf 6.88% of Total Landscaped Areas Greatest Number of Stories: One Building O J Sim) Floor Area: 4,932 sf Building P (R Sim) Floor Area: 5,595 sf Building Q (S Sim) Floor Area. 4,223 sf Laundry/Maintenance Building Floor Area: 1,100 sf Commons Building Floor Area: 2,484 sf Typical I -Bed Unit: 683 sf Greatest Building Height: 26'-0" Occupancy Classification: R-2, A-3, B Construction Type: V-B Unit Count: 42 units One -Bedroom Deferred Submittals: Fire Sprinkler: NFPA 13 (non-residential buildings) & 13R (residential) Carports & Photovoltaic Panels Swimming Pool & Spa Fire Alarm Building Code Data This project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 U MC, 2015 UPC and the 2014 NEC. Governing Codes: 2016 California Building Code (CBC) 2016 California Mechanical Code (CMC) 2016 California Plumbing Code (CPC) 2016 California Electrical Code (CEC) 2016 California Energy Code (CEC) 2016 California Fire Code (CFC) 2016 California Green Building Code (CALGreen) Vicinity Map BUILDING ADDRESS PERMIT # 0 42800 WASHINGTON STREET BEES2018-0035 P 42800 WASHINGTON STREET BRES2018--0036 Q 42800 WASHINGTON STREET BRES2018-0037 R 42800 WASHINGTON STREET BRES2018-0038 S 42800 WASHINGTON STREET BRES2018-0039 T 42800 WASHINGTON STREET BRES2018-0040 GENERAL NOTES 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND I OR N.F.P.A. PHAMPLET # 13-R AND (2016 EDITION) AND THE LA QUINTA FIRE DEPARTMENT 2. ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. PROVIDE ELECTRIC BELL FOR LOCAL ALARM. (IF REQUIRED) WIRING BY OTHERS. SIZE AND LOCATION ON PIPING PLANS. 4. GARAGES TO BE SPRINKLED WI175 HID, 5. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE To NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SQ_ FT. 6. = INDICATES CALL. REFERENCE POINT. 7. DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC AND CRC- (2016). 8. ,-ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND SIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL. 9. MAINTENANCE BOOK AND 1 HEAD (UP TO 3 OF EACH TYPE IF REQUIRED) PLUS HEAD WRENCH SHALL BE PROVIDED IN SPARE HEAD CABINET LOCATED NEXT TO RISER, 10. PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13RAND THE WRITTEN INSTRUCTIONS OF THE PIPE MANUFACTURER. 11. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH A NEW LISTED SPRINKLER PER NFPA 13-R STANDARDS, 12. EXTERIOR EXPOSED STEEL PIPING PAINTED. 13. CONTRACTOR/OWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND. (CHECK WITH SYMONS FIRE PROTECTION FOR PROPER SIZING) 14. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE (AND TO BE INSTALLED BY OTHERS). **** NFPA 13-R BUILDINGS SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS DESIGN SPRINKLER = T'YCO LF II CONC. FLAT 4.9 K-FACTOR SPRINKLER FLOW REQ. � 16' SPACING, SLOPED S' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 13.0 GPM,? 7.0 PSI. (SIN) # TY3596 DESIGN SPRINKLER = TYCO LF II CONC. FLAT 4.9 K-FACTOR SPRINKLER FLOW REQ. C 20' SPACING, SLOPED 10' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 20.0 GPM C 16.7 PSI. (SIN) # TY3596 *** BUILDING ❑ *** SYSTEM FLOW REQUIREMENTS: 2 HD = 26.6 GPM FLOWING WJ 20.$ RESIDUAL PSI AT BASE OF RISER 2 HD = 26.6 GPM FLOWING WJ 27.2 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING W'J g6.2 RESIDUAL PSI AT BASE OF RISER I HD = 20.0 GPM FLOWING WJ 32.3 RESIDUAL PSI AT SOURCE *** BUILDING P *** SYSTEM FLOW REQUIREMENTS: 4 HD = 58.9 GPM FLOWING WJ 62.7 RESIDUAL PSI AT BASE OF RISER 4 HD = 58.9 GPM FLOWING WJ 71.1 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING WJ 31.7 RESIDUAL PSI AT BASE OF RISER 1 HD;;-- 20.0 GPM FLOWING WJ 37.8 RESIDUAL PSI AT SOURCE *** BUILDING Q *** SYSTEM FLOW REQUIREMENTS: 2 HD = 26.5 GPM FLOWING WJ 19.6 RESIDUAL PSI AT BASE OF RISER 2 HD = 26.5 GPM FLOWING WJ 26.5 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING WJ 25.5 RESIDUAL PSI AT BASE OF RISER 1 HD = 20.0 GPM FLOWING W J 32.0 RESIDUAL PSI AT SOURCE *** BUILDING R **x SYSTEM FLOW REQUIREMENTS: 4 HD = 58.9 GPM FLOWING W J 62.7 RESIDUAL PSI AT BASE OF RISER 4 HD = 58.9 GPM FLOWING W J 71.1 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING W/ 31.7 RESIDUAL PSI AT BASE OF RISER 1 HD = 20.0 GPM FLOWING W J 37.8 RESIDUAL PSI AT SOURCE *** BUILDING S *** SYSTEM FLOW REQUIREMENTS: 2 HD = 26.5 GPM FLOWING W1 19.6 RESIDUAL PSI AT BASE OF RISER 2 HD = 26.5 GPM FLOWING W J 25.9 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING WJ 25.5 RESIDUAL PSI AT BASE OF RISER 1 HD = 20.0 GPM FLOWING WJ 31.6 RESIDUAL PSI AT SOURCE *** BUILDING T *** SYSTEM FLOW REQUIREMENTS: 2 HD = 26.6 GPM FLOWING WJ 20.8 RESIDUAL PSI AT BASE OF RISER 2 HD = 26.6 GPM FLOWING W J 27.3 RESIDUAL PSI AT SOURCE 1 HD = 20.0 GPM FLOWING WJ 26.2 RESIDUAL PSI AT BASE OF RISER 1 HD = 20.0 GPM FLOWING WJ 32.4 RESIDUAL PSI AT SOURCE THE RIVERSI E CCOIIITY "❑F � DEPARTMEP4 HA5 REVIEWED ANO APPROVED THE PLANS ASSOCIATED WITH THE PERMIifCASE NGMBHR LISTED BELOW• APPROVED PLAN IS VALID FOR ON8 YEAR ANO IS 5[JBJECT TO'CQMPLIANCE W1TI-I k PPLICABLE CC)DEg P:10M TIME OF APPROVAL. AND .REQU19 Ep FIE40 INSPECTIONS. EOG ly s Z �iA7EI ro-rt-r9Pf; F2 }TfCASC ifi Gp, kARACToR 11 NC- a`2 �y o CL p �.►1 co Xr 0 v �X SNoy1 SN 3 al- L" n r A z Q x LU 9L , LO Z 0 LEI 1i z t9 z O o aLU z U W z O v � � a a � _X -x W q Ln J N Crl ❑ lD N ID ❑ 10 QD Ln � I:] r J Ll -1 ❑ 0 IL N W (P LaL <60 LJ 0 Q� r U) W W In 0 p I 4 ❑ W a > LLJ co 00 Z Ln z .. am WIn In V � w N Q 014 : W a! d a CD W . 77 ,.... U CL W O z N Q F■-+ _ _ LU � J O.. W ; ca W Wad F.."; inz W � ad W -1 Z °cc *41 ~ ZLU 13 13 he O za -, ao �-=� 0 �a �zUaWW 2 00� ao r 0 G DATE: 09-24-18 SCALE: AS NOTED DRAWN BY: CANDI CAUDILLO JOB NO. 18-0204 SHEET NO. FP1 OF FP7 r I; IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN COMPOSITE UTILITY PLAN - PHASE 2 t i1VVLVI LiV V[■VfV�{ LEGEND PROPERTY LINE ---RIGHT OF WAY CENTERLINE PROPOSED 12" WATER LINE PROPOSED 8" WATER LINE PROPOSER FIRE HYDRANT ---F T— PROPOSED 8" FIRE LINE PROPOSED FIRE RISER W/ CONNECTION -- PROPOSER 8" SEWER LINE PROPOSED STORM DRAIN PROPOSED ELECTRIC LINE UNDERGROUND ELECTRIC 12"W EXISTING 12" WATER LINE —W W— EXISTING WATER LINE 18"FM— EXISTING 18" FORCE MAIN 12"FAQ-- -- EXISTING 12" FORGE MAIN --S— c- EXISTING SEWER LINE 8"G- EXISTING 8" GAS LI N E 3"G-- EXISTING 3" GAS LINE 2"G— EXISTING 2" GAS LINE TV EXISTING CABLE TV LINE EXISTING TELEPHONE LINE --F E— EXISTING ELECTRICAL LINE WASHINGTON STREET APARTMENTS CAUTICN THE PROPOSED GAS, TELEPHONE & CABLE TV LINES ARE APPROXIMATE ONLY. THE ALTUM MUP HAS NOT RECEIVED THE HORIZONTAL LAYOUT FROM THE RESPECTIVE UTILITY COMPANIES AS OF JMUARY 1$Tli, 2018. THOSE SUBJECT UTILITIES WILL BE UPDATED ONCE THE ALTUM GROUP HAS RECEIVED THE UTILITY LAYOUT FROM THOSE COMPANIES. Im GRAPHIC SCE SCALE 1 "=30 0 15 30 80 90 120 PROPERTY BOUNDARY �CRACTop .� o -INC. w �'yd Ln a ! C*4 •: LO 00 CL ; �y w,�`� SNOIN ks P °- & 301, LO n Luo a� 9 Lli Z 0 z o Ul u oLA > W lie a � z a H_ O WC � x LL u � k a w � w 0 Ci ae ae Q � _x _c W q In J to N ml N ❑ to N ❑ co J 00 to W In 44Z -� v rn 10 Ll J 0 D ❑ Ll IL N W 01 EL 0 aN L © ul rl W + W In Ll p 1 J W W M . >I 00 1w 00 Z Ln Z 0- r Ln W� In r x CI N 4 r LL N Lu V) Q IL Z W 1H a W Ni Lu t-u m �+ Lu I= ix } LuOC L/>M Z Q ?! Lu H Z"' � � a qt "-go Z � � u� o � ��Z �Z UQ Lu � a u 9.24-18 AS NOTED CANDI CAUDILLO 204 F FP7 Worldwide wwwtyco fire -tom Fire Protection Contacts Products RAPID RESPONSE Series LFII Residential 4.9 K-factor Concealed Pendent Sprinkler Flat Plate, Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Concealed Pendent Sprinklers (TY3596) are decorative, fast response, fusible solder sprinklers designed for use in residential occu- pancies such as homes, apartments, dormitories, and hotels - The Serles LFII Residential Concealed Pendent Sprinklers (TY3596) has been designed with heat sensitivity and water distribution Characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) are shipped with a Disposable Pro- tective Cap. The Protective Cap is The cover plate assembly conceals temporarily removed for Installation, and then it can be replaced to help the sprinkler operating p p g above the ceiling. The fiat profile of the protect the sprinkler while the calling cover plate provides the e ass sign thetica8y appealing sprinkler nkler design is being installed or finished. The tip of the protective Cap ran also be used The Series LA1 Residential Concealed In addition, the concealed design of to mark the center of the ceiling hole into piaster board, ceiling tiles, etc. Pendent Sprinklers (M596) described herein must be installed and main - the Series I-Fl{ Residential Concealed d Sprinklers {F y provides by gently pushing the ceiling product tained in compliance with this docu- 1/2 Inc al adjustment. 11P Inch vertical a against the Protective Cap. When the merit and Mth the applicable standards stet nt p ovide Thlsad'ustment novices a measure of 1 P flexibility when cutting fixed sprinkler celling installation is complete the Pro- tective Cap is removed and the Cover of the National Fire Protection Associa- lion P (NF AJ, inadditlort to the standards drops Plate Assembly installed. of any authorities having jurisdiction. The Series LFII Residential Concealed Dry Pipe System Application Falkrre to do so may impair the perfor- nonce of these devices. Sprinklers are intended for use in the following scenarios: The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory The owner 1s res Aortsfble for main - approved option for designing dry pipe taining their fire protection system • wet an i d d pipe resident al s tin- ry P p P residentia! sprinkler systems. whereas, and devices in proper operating cpn- p pe pe 9 E r s to k e /s ms for one and two fan- most residential sprinklers are labors- diffon. Contact the installing conirac - ly dwellings and mobile homes per tory approved for wet systems only. tar or product manufacturer with any NFPA 13D Through extensive testing, it has been questions. • wet and d residential s rinklar dry PIPe p determined date m nod that the number of design 9 Sprinkler systems for res ntial occupancies da es � p s rinMer s (hydraulic design area for P {hY ) g P to and including four stories in Series LFII Residential Concealed identification he height per NFPA 13R Pe Pendant Sprinklers {TY3596} need • wet and dry pipe sprinkler systems Increased over the (hydraulitdenumber of not design design sprinklers design �+ �R Number (SIN) for the residential portions of any rwetpipe area} as specified wet sprinkler occupancy per NFPA 13 systems, as is accustomed for density/ us dfo TY3596 area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- fial Concealed Pendent Sprinkiers offer the features of non -water filled pipe in IMPORTANT addition to not haWnq to Increase the Always refer to Technical Data slumber of design sprinklers (hydraulic Sheet 7rP7100 for the 'lAfS7ALLER design area} for systems designed to WARNING" that provides cautions NFPA 13, 1313, or 13R. with respect to handling and instal- iafion of sprinkler systems and corn- ponents. Improper handling and rnstallation canermane f dam n I p Y Rge a s nnkler s stem r -ts - P ❑ i G❑m P Y p ,rents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page f of 6 TFP442 Page 4 of 6 FEBRUARY 2015 J WET PIPE SYSTEM Minimum Flow and Rasidual Presadre a' Ordinary Temp. Rating CeraI ovezago m Maximu Spacin9 Area istl°F (77°C} Minimum R. x Ft. Ft. I-) Deflector to Installation SPaC ng Row Pressure (m x m) Ceiling Type Ft. 913M psi [m) fl (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) {3,71 (49,2) (0,48) Ceilings 7/8 to I 14 x 14 14 13 7.0 Inches (4,3 x 4,3) (4,3) (49,2) (0,48) Beams Ceilin per NF 3D yr Concealed 8 16x16 ifi 13 7.0 (4,9 x 4,9) (4,9) (49,2) (0,48) 13ar13. R. 3natbearn In (2.4) 181118 to 17 12.0 (5,5 x 5,5} {5,5} (Ba,3) (0,83) 7/8 to 1-1/8 inches below bottom of 20 x 20 20 16.7 3 (6,1 x6,1) (75,7) (1,15) beam TFP442 NON: I. r-er coverage area dnrxtr,a•orn Its Irian wbrhreen Ihosv indkaled, irse the minlman required now nor [qe next nlghesl eovuage rresfar which hrdraNlp design criteria era Matadi P. nagelreme:ll Is bated on minx— flow in gam apm, from each mmIdw- The ae-pplato r iduel prunes are cdww d uang sae r udnN K-f tor. Refer to H teak Oalgn under IN iieeion Craceieaecamr. 3. Fd NFPA 13 M&ddd lal q*icatim,s, ilia grmter ok e.t gpnVk, a1,y the dealgn area or ilia now In accor�nce wikh Hie rsYoede In Na LMkk Inuit be u9ed- MOL3E' A WEr PIPF SYSTEM SERIES 1-Flf RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER f-rY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flowand Residual Pressure'-' Maximum Coverage MaximumOrdlna Spacing Temp.Rating Area ` 160-F (71 } Minimum Ft. x Ft. Ft. Deflector to Installation Spacing flow Pressure (m x m) (m) Ceiling Type Ft. 9Pm pal (MI (I m) Jbar? 12 x 12 12 13 TO Smooth (3,7 x 3,7] 0,7] (49,2} (0,48) Cellings 7/6 to 1-118 14 x 14 14 14 B.2 inches (4,3x 4,3) (4,3) (53,0} (0,57) Beamed Collings per n 16 x 16 16 15 $ 4 (4,9 x 4,3) (4,9) (66,8} {O,BbT NFPA 13D or Concealed {2 4 13R,or13. Installed in la x is 1$ 1B 13.5 beam (5,5 x 5,5) (5.5) (M .1) (0.93) 7/6 to 14/8 inches below bottom of 20 x 20 20 21 18.4 (61 x6,1) (6,1) (79,5) (1,27) beam Notes: 1. For-9 araadimer,0AQm Im than g balmm Those hAlcated, use LA minimum r-qu Now rm lheand tagDW Ct, verape a m W wlia hydraulic design criteria are -rated. 2. REgLL erne l Is based as ffM"um flow in gpm Qom) Irwn each apnrwim 7ne eas[xYet-d re-lauM pressures are caculatsd ui ing the nominal K-loclw. Rarer m Frydraurc benign unde, ilia ribs/ Crderia srllon, 3. For NFPA i3 roptlgisal appi plena, li,e graeRx of O,1 gpmrrL over 0u desyn ales a rho I —in accordance iWK the cdi&ia In 1h. aahre moan be vaed. TABLE 8 DRY PIPE SYSTEM RAPID RESPONSE SERIES LFH RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA tqcoWorldwide www,tyCo-flre.oam Fire Protection Contacts Products RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General Escutcheon reduces the accuracy to which the pipe drops to the sprinklers Description must be cut. The Series LFII Residential Sprinklers TYCO RAPID RESPONSE Series have been designed with heat sensl- LFII Residential 4-9K Pendent and tivity and water distribution charac- Recessed Pendent Sprinkfers(Y2234) teristics proven to help in the control are decorative, fast response, frangi- of residential fires and to improve the ble bulb sprinklers designed for use chance for occupants to escape or be in residential occupancies such as evacuated. homes, apartments, dormitories, and Dry Pipe System Application hotels. When aesthetics and optimized flow characteristics are the major con- The Series LFII Residential Pendent sideration, the Series LFII Residential Sprinklers (TY2234) Y2234 should be the first offers a laboratory approved optionJF� choice. for designing dry pipe residential s n - kier systems, whereas, most residential 0 The Series LFII Residential Sprinklers sprinklers are laboratory approved for are irdended for use in the fallowing scenarios: wet systems only. Sprinkler i7 Through extensive testing, it has been • wet and dry pipe residential sprin- detarmined that the number of design Identification kler systems for one- and two-fam- sprinklers (hydraulic design area) for Ily dwellings and mobile homes per the Series LFII Residential Pendent and Number (SIN) NFPA 13D Recessed Pendent Sprinklers (TY2234} • wet and dry pipe residential sprinkler need not be increased over the number TY2234 systems for residential occupancies up to and including four stories in of design sprinklers [hydraulic design area as if f t sprinkler specified or1Ne pipe Technical height per NFPA 13R tl sys ems, as Is accustomed for density/ area sprinkler systems designed per Data • wet and dry pipe sprinkler systems NFPA 13. for the residential portions of any occupancy per NFPA 13 Corisequentiy, the Series LFII Resi- Approvals dentiat Sprinklers offer the features VL Listed (far use with wel pipe and dry The recessed version { ri e o the Series of non -water tilled pipe in a € n pP d#It ❑ s stem P43e Y s] Sp a died LFII Resident€al Sprinklers is intended to not having to Increase the number C-UL Listed (far use only with wsl pipe for use in areas with finished in s ed callings. of design sprinklers (hydraulic systems) It employs a two-piece Style 20 Recessed Escutcheon, The Recessed design area) for systems designed to NFPA 13. 131), or 13R. Gertitled to all requirements of Escutcheon provides 1/4 inch NSFIANSI 61 (6.4 mm) of recessed adjustment or up , ® (Refer to the Design Criteria section for to 112 inch (12,7 mm) of total ad(ustment details on these approvals) from the flush celling position. The The Series LFII Rasldenrlal Pendent and Recessed Pendent Sprinklers Maximum Working Pressure adjustment provided b the Recessed y (TY2234) described herein must be 175 psi [12,1 bah} instaffedand maintafnedincompliance Discharge Coefficient Page 1 of 6 with this document and the applicable K=-4.9 gpm1pW12 (70,6 Ipmlbarrn) standards of the National Fire Protec- Temperature Rating Lion Assocfation (NFPA), in addition to 155°P (83°C) or 17VF (79°C) the standards of any authorities having Finishes jurisdiction. Failure to do so rnayd7elr the performance of these devices. Natural Brass, Pure White, Signal White, or Chrome Plated The owner fs responsible for main - Physical Characteristics fanning their fire protection system Frame ............................. areas and devices in proper operating con- Button ............. . ....... . ..... Capper dition, Contact the installing contrac- Sealing Assembly. .Berylllum Nickal wITEFLON for or product manufacturer with any Bulb (3 mm) ........................ Glass questions. Compreaaion SCrew.................El vn DWI -Dolor .......................... 8rmze JANUARY 2016 TFP400 TFP400 Page 3 of B WET PIPE SYSTEM Mfnimum Flow and Residual Pressure mew Maximum Ordinary Temporal Rating Intermediate Temperature Rating Coveragge Area t11 185°F (68'ct 175°F (7VC) Minimum 1]e M 0or installation Spacing Flow Pressure Flow Pressure Ft. x ft. i mng CeNng Type Ft. fro x m) gpin p si gpm psi (m} (Vmin) (bar} (3/min) (bar) 12 x 12 13 7.0 13 7,0 Smooth (3,7 x 3,1) (49,2) [0,48) (49,2} (0,46) Callings to 1 Inches 4 €nches 14 x 14 13 7.0 13 7.0 (4,3 x 4,3) (49,2) (0,48) (49,2) (0.48} Searched Recessed using style 20 Escutcheon or 8 lax 16 13 7.0 13 7.0 (4,9 x 4,9) (4%2 (0,48) (4$,2} [D,48} Ceilings par NFPA 13D w 13R non -recessed per NFPA LSD, 13R, or 13 (2,4) 16 x 18 17 12.0 17 12-0 (5,5 1c 5,5) (64,3) (0,63) (64,3) [0,83} 1-114 to 1-V4 low inbo Win of 20 x 20 20 18.7 20 16.7 (6,1 x8,1) (TS,T) (1,15) (75,7) {1,15} beam. Nmea 1. Rorcaversge are•dlmo l ion 16" than ar betwe-nthoee indicewd, use the minimum requlmd Am far the,text hlgeest coverage areafar whkh hyaaulkcneaign dr@erla az stated. L aequime t is hawed on minimum flaw m wpm pprnl from each sprinkln. Then 0.tad reslduml pressures are celcelawd "'Nv tree nominen x•Factvn Aptp to Nydreu•c eeelgn undw me pealgn Crl[erta s,wdon. e. For NFPA 19 re -Wattle/ appecellorr� me gweter of o.t gpmrtr? evufn•d.xigr° grya or Ilia now in aceardancawith Ihecmerla In this table owl housed. TABLEA WET PIPE SYSTEM SERIES LFM RESIDENTIAL 4-9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure 1PHa0 Cvvaragge Ordinary Temparaivre Rating Fntermodiate Temperature Rating Area [R 155°F (WC? 175°F (79°C) Minimum Ft, x Ft. (m x rnl Deflector 1d Ceiling Installation Type Spacing Ft. Flow Pressure Flow Pressure GPMpsi ggpm psi {mJ (Vmirri (bar} (Urtkm) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4to4 inches 14x14 14 8.2 14 8.2 (4,3x4.31 (53,0) ((%57) (53,0) (0,57) Seamed Ceilings Recessed using Style 20 Escutcheon or 8 1$ x I6 15 9A 15 9.4 (4,9 x 4,9) (56,8) (0,657 (56,8) (0,65} NFPA 13D or 13R non-rr9cessad per NFPA 13D, 13R, or 13 (2,4) 18 x 18 18 13.5 18 13.5 (5,5 x 5,5) (68,1) (O,g3] {68,i) {0,93} 1-114 fa 1-314 Inches below botom of 20 x 20 21 1$.4 21 15.4 (6,1 x 6,1} (79,5) (1,27) (79,5) beam. Notes: 1. For average w" dimenslons Fees lhan or between lhro indicated, use khe minimum requima ftow tar the next hlghem Coverage Brea for Much I )•dr Oa design CAUM irk alaled. 2. Requirement Is based on minimum aosw in gpm t47rr41mm each spr+nldar. Thr aswclated realduel pies -urea are Circulated ming the mrMnel Pwmior. rworto Flrciy tic Dwign under the0eaign 06wrla aeclron. 3. Fw MTPA 13 raeWMU eppacariana, the great-10.1 gprnM.Tawr No dmW pros or rt Ilawln xcev,dence with the c* non thle table must be used. TABLE B DRY PIPE SYSTEM SERIES LPiI RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13e, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Page 1 of S llaw MICR QUICK " a • RESPONSENSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5404 Fax: 269-818.1680 Email: techsvcs@vikingcorp.com Visit the Viking wrebsite for the latest edition of this technical data page: www.vlkinggroupinc.com 1. DESCRIPTION The Viking Micrefase Quick Response Pendent Sprinkler VK302 is a small thermo- sensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Eleclreless Nickel PTFE(ENT)❑oaringscsnbe used In decorative applications where colors are desired. In addition, these coatings have been investigated for Installation In corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated In the Approval Charts- (Note; FM Globet approves Ei4T finish as corrosion resistant. FM Global has no approval classification For Polyester coatings as corrosion resistant.) 2- LISTINGS AND APPROVALS alai us cULus Listed: Category VNIV a FM Approved: Class Series 2000 ntls VdS Approved: Certificates G414009 and G414010 rLQ11 LPCB Approved CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR-SO021 (6C CCCF A : Approved i r roved oved b the China Certification Conte for Fire Products CCCF pp Pp Y (CCCF) Refer toAporoval Chart 1 and Design Criteria clJLus Listing requirements, an d resrt A ppinval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 112" NPT, 15 mm BSP Nominal K-Factor: 5-6 U.S- (a0-6 metric") Glass -bulb fluid temperature rated to -65 F -55 'C Overall Length: 2-114' (58 mm) "cULus Listing, FM Approval. and NFPA 13 installs require a minanum of 7 psi (0.5.bar), The minimum operating pressure for LPCB and CE Approvals ONLY Is 5 psi (0.35 bar). Materlal Standards: Frame Casting' Brass UNS-CO4400 or QM Brass Deflector: Phosphor Bronze UNS-051 MO cr Copper UNS-C79500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C3600D Pip Gap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Far Polyester Coates Sprinklers, Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Plpcap - ENT plated. Ordering Information: [Also refer to the current Mking price list.] Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass =A, Chrome = F, White Polyester = M-AN, Black Polyester = M-1B, and ENT = JN Temperature Suffix: 135'F (57'C) = A. 1s5 "F os °c) = B, 175 °F (79 °C) = D. 200 °F (93 °C) = E, 286'F (141 °C)= G For exam le sprinkler VK302 with s rah rd a °F = Brass 5 Ish and a 155 68 C temperature rating Part No, 12979A8 P Pn { ) P rig Available Finishes And Temperature Ratings: Refer to Table t. Accessories: (Also refer to the current Viking price list,) Fool No. F_033314 18.06.30 Rev 16.3 Replaces Form No. F 033314 Rev 16.2 (Added PN for CCCF approved sprinkler) Page 4 of 6 NIKING � MICROFAST� QUICK a RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818.1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com M Base Nominal oy¢rall Listings and Approvals' gpr�ldp Thread Slav Part slit Sryk K-Factor Langlh (Re%r also to Oasign crilsria.) NumgaN NPT BSP U.S. metric' hedtas own cULus' VdS LPCB ' 12979 VK302 Pendent M" 15 mm 5-6 M,8 2-114 58 AJZ, BIY, DZ, C2k Al A1Z, 61Y D1Z, G1Y - .. 19780 VK302 Pendent 112" 0 5-S BO-a 2=114 SB _ _ _ _ D3 0686213 VK302 Pendent 112" MEN 15 min 5.6 80.6 2-114 58 AtZ, 61Y, D2, C2k' - - luel VK302 Ptandant m 15mm 5.6 00,B 2-114 58 ASx B1Y Al AIX, 61Y E11X, C1Ye 011L C1Ya Approved TemperMire RaMgs Approved fidlshea Approved Factatchaone A -135 °F (57 °C), 155 -F (68 °C). 175 °F 1- Brass, Chrome, Mite x - Standard surface-r rkted escutcheon or the (79 °C), 200 -F (93 °C), 286 °F (i4f °C} Pdlyester6s, Slack Pvkyes Viking b6crnrvaWc Model E-1 Repassed Emftheon B - 135 °F [57 °C] 155 -F (68 °C), t75 -F ter- Y - Standard wrraoe-counted escutcheon or the (79 °C), and 200 'F (93 'C) 2 - ENFS Viking Korofasr Model F-1 A4ustable Escutdleon, or recessed with the Viking Micre- C - 155'F (68 °C), 175 °F (79 "C), and 3 - Chrome man& Modal E-1, E-2, w E-z$ Repassed Escutdhevn 200'F (93 -C) z - Standard surface-meunled eacutchacn er the ❑ - 155 -F (68 -C), 175 -F (7s °C), 200 °F Viking Mlcrofaat• Model F-1 Adjuslable Escumbeon [M-C), 286-F(141 -C) Foatnates ' Baas part number shovel. For complebe part number, refer to VkiW'a current pdae mhadtlb- a MoUt K-Wor rnenwmrrent 6houm Is when pressure Is measured In Bar. When pmssura Is measured In We. drvlde 0* mlelfle K-factor Shawn by 18.0. This table shows the tisflngs and approvals available at the time of printing. 01her appmvsts may be in pmcess. " Listed by Uoderxairers Laboratorles Inc. for me In Ilia U.S. and Canada. e CULua List,5d as conuibn-reslsaant. Other odors are available on request with the same Listngs and Approvals as the standard colors. 'CE CertlFled, Standard EN 122MI. Mcerlirimte of conformity 0832-CPD,2ml- a CE Certified, Slandard EN 12259-f. EC-cergricates of conformity 0832-CPD-2001 and 0832-CPD-2003. 9 MED Cortihed, Standard EN 12259-1, EC-cerrrfcatea 0 omAormity 4832-MED-100a and 40a2-MED-1 Wa, r&Lun Listing Rgauiremants: The Viking Microfast° Quick (Response Pendent Sprinkler VK302 is cULus Listed as indicated In the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordloary occupancies. The sprinkler installation rules contained In NFPA 13 for standard spray pendent sprinklers must be followed, IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance Information. Viking sprinklers are to be installed In accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and stan- dards, whenever applicable. Form No, F_033314 16.06.30 Rev 16.3 t J� J7 Fire Suppression `� & Building Products rapid r-esponse, Technical Services 800-381-93121+1-401-781-822ff www.tyco-fire.com HomE FIRE SPRINKLER SYSTEM Series LFII Residential Sprinklers 4.2K Horizontal and Recessed Horizontal Sidewall Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Horizontal Sidewall Sprinklers (TY1334) are decorative, fast response, frangible bulb sprin- klers designed for use in residential g occupancies such as homes, apart- ments, dormitories, and hotels. When r aesthetics and optimized flow aria ac- terislos are the major consideration, the Series LFII ResidentW Sidewall Sprinklers should be the first choice, The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe i sprinkler systems Pr Y for the residential ort'mn s of an occu amil+ � NFPA 13Y P Historically residential sprinklers, based on their Listing, have been limited to wet pipe sprinkler systems to assure speed of water delivery for a given prescribed design area (number of design sprinklers). IMPORTANT A+ways refer to Technical hate Sheet TFP700 for the "INSTALLER WARNiNG' Char provides cautons with raspect to handling and lnstal- r Y lati❑n of s driller s stems and p components. Improper handling and installation can permanently damage a sprinkler system or IYs components and cause the sprinkler to fall to operate in a lire situation or cause it to operate prematurely. Page 1 of 10 TFIP410 Page 4of10 The Listing for the Series LFII Residential Horizontal and Recessed Horizontal Sldew0 Sprinklers now offers the laboratory approved option Of designing dry pipe residential sprl nkler systems. Through extensive testing, it has been determined that the number of design. sprinklers (hydraulic design area) for the Series LFII Res€dentlal Sprinklers need not be rnoreased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinlder systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area for systems designed P to 13, 13D, or 3R, Non -water filled pipe will permit options for areas sensitive to freezing The Series LFII Residential Sprinklers has a 4.2{B0,5} K-F ctor thet Pr id es the required residential flow rat es at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII Residential Sprinklers is intended for use In areas with finished walls. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon, provides 1/4 Inch (6,4 min) of recessed adjustment or up to V2 inch (12,7 mm) of total ad)ust- ment from the flush mounting surface position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII Residential Sprinklers has been designed with heat sensitivity and water distribution characteristics proven to help in the control of reslden- tial fires and to improve the chance for occupants to escape or be evacuated- SEPTEMBER 2010 ELEVATION TheThe® LFII Residential Horaontal Sidewall Sprinklers described herein must be installed and maintained 0 compfiance with this document and the applicable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible formaintalnin p 9 their fire prorection system and devices i er operating ondit' - n prop ope g G r❑n The installing contractor or sprinkler manu- facturer should be contacted with any questions. MadellSprinkler Identification Number (SIN) TY1334 E S-F-$76V FEBCO, Ma.sterSerieO 876V Double Check Detector Assemblies Size: 21h" -10" $5mm - 230mm) The FEBCO MilsterSeriese 876V DooUe Check Detactor Assemblies are ■ designed for use in non-heelth hazard fire.sprinkler systerns. b Standard orientation is inlet flow vertical up, otADL fkm vertical down. Vertical orientation is inlet and outlet flow verf-O Lip, Materials Main)kW Body. Dlu1ile iron Grade 65-45-12 Coaling: Fusion epoxy coated internal and external AV+MrA C5549D Shutoff Valves: MY resilient wedge gate valves AY4WA C509 MODEL 876V DOUBLi CHECK DETECTOR ASSEMBLY Trim: Bronze (Shown in vertical orientation) Elastomer D scs: EPDM U.S. Patent No, 4,989,635 • D.S. Patent No. 5,107,818 U.S. Patent No, %385,MG: U.S. Patent No. 5,226,441 Spring: ainl s Stainless steel U.S. Patent No. 392 No. 7 5, ,fit13 • U.S. Patent 5,503,1 8 Models ■ Valve Setter with MJ x MA MJ x FL a FL x FL ends • End Connections -flanged ANSI 316-1 Cleas 125 Pressure -Temperature Maximum Working Pressure: 175psi 02.1 harj Hyd:nstaftTest Press: 35flpsi (24,1 bar) Temperature Range: 32T to MUT (0°C to 6TQ ,ovals - Standards S e ANSIIAWWA IC5101 - Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. ►951rr { GO FM U Approved c . L as t048 B64.5 ' Less gate not FM approved. Less gate not UL Classified unless installed wah UL Listed gate vakas Job Name Job Location Engineer _... Approval — MOBELR76VDD EL H U F CHECK DETECTOR ASSEMBLY Shown in standard orientation Contractor Approval Contractor's P.O. No. Representative — FESCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise rnea- surGments, please contact FEBGC. FEBfA reserves the right to change or moclHy product dssipn, construction, 6peolocations, or materrals TFP410 without prior notice and without incurring any obligation to make such changes and modifications on FESCO products previously or aubse- quently sold. WET PIPE SYSTEM Maximum Maximum Minimum Flow fM and Rasidual Pressure Top -of -Deflector -to -Ceiling; Top-of-Deflector-to-Ceiffng: Coverage Area ( -I Spacing Width x Length M Ft, (mJ 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) Ft.x Ft. (m x m) 156°F{68°0} 175°F(79°C) 155°F(68°C) 17$°Ft79°C} 12 x 12 0.7 x 3,7) 12(3.7) 12 GPM 45A LPM) 8.2 psl 0.57 bar) 12 OPM [45,4 LPM) 82 pal [0,57 bar] 13 GPM 49,2 LPM) 9.6 psi 0,66 bar] 13 GPM [4%2 LPM) 9.s psi {q66 bar) 14 x 14 (4,3 x 4,3) 14 (4A 14 GPM 53 0 LP I M) 11.1 psi {0,77 liar) 16 GPM 64 LPM ( 6 1 14.5 pet (1,00 liar) 17 G M 4 M P {6 ,3 LPM) 16.4 psi (1,13 bar) t 8 GPM {(1,2 LPM) 18.4 psi (1,27 bar)i 16 x 16 (4,9 x 4,9) 16(4.9) 16 GPM (60,6 LPtvt} 14.5 psi 0,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar} 18 GPM (68,1 LPM] 18-4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bey) 16 x IS (4,9 x 5,5) 16(4,9) 19 GPM (71,9 LPM) 20.5 psi tt,41 bar+ 19 GPM (71,8 LPM) 20.5 psl (1,41 bar) 21 GPM (79,5 LPM) 25,0 pal (1,72 bar) 21 GPM V9,6 LPM) 25.0 psl (1,72 bar) 16 x 20 (4,9 x 9,1) 15 (4,9] 3 0 psi (2?07 to 34 0 psi�2707 oar]) 8.3 pai26 GPM ((2,64 boo ) 2 8 3 psi (2,64 bar) Srdewall sprinklers, where installed undo a veiling witty a slope greater than a 0-Inch rise for a 12-inch run to a slope up to a 2-inch rise for a 12-inch run, mst be located per one of the following; + M the high poa€ umd tv discharge down the slope. • Along the slope and positioned to dischwgs actors the slope. (a). For covoraga area dEmanslons less than or belween those indicated, use the minimum rgqudred flow for 111e naA highest coverage area for which hydraulic design Crltsrla are Staled. ft The width x Length dimension raters to Width (backwa0 where sphokler is located) times Length (horizontal throw of sprink"- (c). Tha Minimum Flaw Requirement is based on minimum flow in GPM [LPM} from each spdnkEer. The associated resfdual pressures are calculated using the non nad K-Factor. Refer to fiydraulle Design In tie Design Criteria section for details. TABLE A SERIES LFII RESIDENTIAL HORIZONTAL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS (TY1334) FOR HORIZONTAL CEILINGS NFPA 130 AND 13R HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS (Maximum 2-inch Rise for 12-Inch Run) Installation Standard arientatirm ISerievMVl Vertical oriewmion (SeriesTMV) 1S- arm 1 f45trmr«I fa- ma 4 L MOMO Flow 8- min 1 r" trite {45pmml SIC' min 1B" mia {airy (458mm) $• min {ggOmnl} 1 0— (2JIOmm Flow !r' ruin O min j100mrn} `r Pipe Sapporl +L• sin (brtnished by customer€ _ J (fOdmall lot vatre weight aely. Opfi awl Valve;— Raxrnmanded g minknum cl"mauss from permanent strvcwres for ease of testing and mai%"rbm are shown on above drawings. BlBfitBfi�BlBfi��BfiMtt�tt�tt� -_ ttI•�tlrl�ttlMBfiEll•BfsBfilll�, tllw ��lll■�lar�'�� fIFfJBfi llAl11I■�� f��ilB�BlBI■B! B!!B!!B!!!B!! MMAM l: IN Id 1a 11 110 0 91 11 q 12 a s 55 a t, a 21 1 It a 9 6 M A,-Vel Wl onentation B-Standard orientation itt�tt�tt�tt�tt�t�: itt�tt�tt�tt�tt� �. I�I�I�I�I�Ittfitititi � tt�tt�tt�tt�tt� M FEBCO� flit 0#0�0;� ti8lliiti� - Bfi18M1A1r4111ri1i�liltiM�81■ fafari��1 �titi titer ME ��fiifiifiifii■ 0. 0 Ur (25@mrt} 110 15 9? 14 E3 12 r ra 10 s a +1 a 4 a it 2 4 a o tam Pala M tom wm ram 0 M ima 11350 15110 IdaO pm 711e V and ill' flow curves {B-standard orientstionl malice the FEBCOVaKe Setter Series 611. I �t4r:a ISOIt- Ail k1l A wwairs water Achnofogies Company 11SA; 4361 N. 1lrawley - Stn.102 - Frmw, CA • 93722 -Tel. (M%441-53M - Fax! (559) 441-5301 • wvw.FFBDUonllnacoin Cmaw: 5935 Now Serrloe Fla. • Bufliflgton, ONr. + L7L 5H7 +Tel. -505) 332-4090 • fax: 00%332-7080 - wvM.FEBG0o41Iw.Ca E$-F-675V 0918 02010 FEBCO G WTOR* •0 �,�,p1, INC. wyt�p td UC4 ��CS Cy 0- t C14 Lea CO ll i >< 4r > , n UJ O T LU 9L a " uJ � Z v Lq W 09 � t~j i9 a Z d _ 0 Q LUrM x rr,. Q yy LLiI . O t— n a W � � C9 r f'3 ❑ `V t J m W Ln U M — t' J + `y U a� J D ❑ IL N WLL IT N d ❑ ❑ 4 En W ❑ k -k W LO U ❑ 1 Q � a�`y W ' 1 W°� YI CO - Z L I f//�jj M LO 'n W liArie ~' LL C4 W T� rir 1� Z W l� Q W CL LU tu 9L LULIJ d7 AU ? 1X W Z4 OR ftC J Z o_U Z M I.- Z 0r� U� Z V ; U Vi 41 Z — = pUJ 2 = t, QW y 0r 7 � a Q t3 a C DATE:9-24.18 SCALE,AS NOTED CANDI CAUDILLO 204 FP7 U O 9 T.O.R. EL:%IW O S T.Q.R. EL=10' (INSTALLED BY OTHERS) {�Nsraum BY oTHIB:s} MUM CHM °'�' BUILDING D DW� BUILDING P " CEFWM ASSUMT "N =K 30OLIL WATER GUAGE DETEMOR ASSEI&Y om LOG{ 30OLS. WATER GUAGE CONN 1 112" CHECK 1" DRAIN 1 112" CHECK 1 DRAIN L"� VALVE FLOW SWITCH EL"3, R� VALVE c FLOW SWITCH j 1 lie CHECK VALVE 1 114" CHECK VALVE BUTTERBALL BUTTERBALL CONTROL VALVE CONTROL VALVE + , :, * WITAMPER SWITCH TRANSITION FROM WITAMPER SWITCH TRANSITION PR014I COP TO CPVC , + • " COP TO CPVC EL, `� CDB.O.R. EL=4' 4 12" MAl#1 EL^0•�--•� �, EL=O• -- - �._ Lc.^ - _ - - ---- ------ O, B0'FT QF 5'FT OF s^ COP 12" MAIN EL=O 2" PVC (SWEEP) 2 60° 0 a g� °0R S E47p'- ELwW 80'FT OF 5'F7 OF 2" COP } } 2'�PVC [$YYEI:P] TRANSITION FROM ° Lf TRANSITION FROM DeOa CL15p �..� jj. g C9d0 CL150 6 C9Da CL75U wry 4 C90G FE P4C PIPE s a r� *ir FYC PVC TO COP s~} q o • w?f 'iPVC TO COP FRUM C" SUPPLY ° v ? ooa� moo t ; n �°° o TO E �7 EL-O' FRgaI CiP! SUPPLY -' i a'� as �ooa s� s� c F6 5YSTEY r ov oo ° ° .:;w'' ° PVC PWE �EL=O' v o g a 'o ° y,n.�.•. 8 0 ° TRANSITION FROM ---- a v 0 $ -s�, o gmco ao� o :;h ,K g $ ° ° TRANSITION FROM �EL1°0' -- ° o ti 9$e° 9 ° 6" TO 2" PVCELmO' v°� o° v v° °° 7r°o° v° 8" TO 2" PVC 000 Q $ T.O.R. EL=10' C UT -MR. EL■14' Iar Ir F� Im (INSTALLED BY OTHERS) BUILDING Q r� a- FMW MY (INSTALLED BY OTHERS) BUILD I NG R DRRU OM DETECTOR ASSF Y CdIiYH LOCK 30OLS. WATER GUAGE MINIM OLZ ASSEMBLY CMN do L� 300LB. WATER GUAGE 1 112" CHECK —""' HECK 1" DRAIN 1 112" CHECK 1" DRAIN Ec`S E/1 YALYE FLOW SWITCH E` E YALVE c FLaw SWITCH V 1 1W' CHECK VALVE 1 114" CHECK VALVE BUTTERBALL BUTTERBALLoil CONTROL VALVE CONTROL VALVE WITAMPER SWITCH TRANS ITFON FROM WITAMPER SWITCH TI#AI�$ITkQN FROM -, ■ r < ' COP TO CPVC :+ • " COP TO CPVC 'g B.O.R. EL=4' 12" MAIN EL=O' EL=O - r — 12" MAIN - �I EL,-O' 150'FT OF $'PT OF 2" COP E;aO o o 5 EL:O' r - 0Q. 60'FT OF 5 T OF 2" COP °ov o°v°o°� 2" PVC ($WP.EP) n°cl�e e o 6 s"I` PVC (SWEEP) 9 1x150 B cO-C9D6 CL150 TRANSITION FROM Cgpp CLi5I1 P av c° ✓fe Cgpp CL1 r TRANSITION FRO�Ij 4:fi'•L+3 m �' �k"ti �� F1C PPE PVC TO COP .:2:Yi4r� ° k += PYC PPE PVC TO COP a o §�'^ ®� o tS ATM, -ems o a EL=O' FRDM CITY SUPPLYcr:] ins �� m �y`r ' FR(1LI CITY SUPPLY ° ° fir*+ �a°° �o� • = v v v°° �opP °per 3+ -x ° v °v TD SY"f�71 �ELRG' $ g v ° ,� 8 s TRANSITIONFROM g $ '�j:. - � � TRANSI ION FRAM ��----�� ELaO' °°Ao 8 a S" TO 2" PVC 1EL:O' 0 8 0 4° •"r �v o� '` vdo 8 g�a a ° ve v v o e a 6" TO 2" P11C 0�6 o °° ° u O° 0e °❑ a v v G 9 T.O.R. EL■1W O T.O.R. EL=1C' {INSTMIEi} BY OTHERS) (INSTAM BY OTHERS) nLk31 BUILDING 5 MUM LI3WDMAU � BUILDING T DEIE IM ASSEAKY CFItiN A EDCf[ MOLD. WATER GUAGE DErFCT4R ASSEMBLY � CiWN � LOCH 300LB. WATER GUAGE 1 112" CHECK i" DRAIN \\\ 1 112" CH EC K 1" DRAIN En • Ej� VALVE e FLOW SWITCH EL'a' VALVE e FLAW SWITCH j j V 1 114" CHECK VALVE 1 114" CHECK VALVE CONTROBUTTERBALL VALVE BUy'TEIt1�ALL WITAMPER SWITCH TRANSITION FROM WITAMPER SWITCH TRANSITION FROM COP TO CPVC ' " `' COP TO CPVC 6� oB v.R. EL@a• � � o •� �8 B.O.R. EL=4' 12" MAIN - -- 12" MAIN - - EL�Qj� /DEL=O'- _ - - EE�L� 601PT OF S'FT OF 2" COP EL�A �EL=LY or � f �9vo° ° v° vo °�a 21. PVC jSWEEPI 2 0 ° e o D a 5 S2 , PVC F B * (SWEEP) { EL�O' f 150D C1150 °� vv F TRANSITION FROM p° °° ' •• } TRANSITION FROM cq''• °� r„ C90D (i150 B C900 0.15g 4 ... 8 C9D0 CL{51] P4C PIPE + =;`yr PIPE PVC TO COP ".; PI PVC TO COP r m0 . L' PrC PIPE ° ° ° °v MH 7 EL=4 FROM CTLY SUPPLY a ± oovB Novo 'Aiwa 4�° a TO SY5Tf#I ( 7 }ELaD` FR011 CIiY SUPPLY s ' 4 oou� pep° �''`av' TO SYS7Tii + 'S%;ti. TRANSITION FROM -+ v o ��,x a ° m s. �a v - g TO 2" PVC C 7 3ELmO' ° e e0° mo v� �f"ti °�o g B o °�o'ry�'[ v88 g ° TRANSITION FRQ141 `--r ° o�g �v v° v o� ti g$ ° ° 6" TO 2" PVCEL=O' a ° 8�a G CRACT0R * -a p��ph1, f NC. OLn �o Q t ra N M ! U co WT (07 SNDY'i W) • R LL'! n f• uj z ^ � O Z cl O U] In LA W 0C ry �1 z (_I y z D IZ Q L a o� x d � � d _x _x W J +� N � C*1 ❑ � N 1 E'Y7 WLn . � � v � J ci at -k u- N W [� LL [� uJ D y 4 4En W 0 � EL 3 w Lf) U p Q m W J d �m '.I W Z y L Q .--'►r < a ID � W r N L C4 Lu p2 it Z W p�► t� Q W Q 0 C4 Fr L = LLI � J Lu�.I m 02 � 7 ZC5 c4 oe J 2aaLU Z O U U c4 oc Z _� u 00 �z V � w �cq a U > a Z DATE, 09-24-18 SCALE: AS NOTED DRAWN BY: CAND! CAUDILLO JOB NO. 18 - 0204 SHEET NO. FP4 OF FP'7 IZu z OPEN TO SKY PORCH i CL LIVING CL EL=I3r 001, EL=13' W I d r� LO (unit Ool, H � I MECH KITCHEN EL=13' i UP 4' FT OPEN TO SICY OPEN TO Z31 - - - - '-, PORCH I PORCH LIVING CIl LIVING UP 3'FT f : I Uni ■0 100 UP 4'FT KITCHEN d1 1i su UNITS 003 & 006 HAVE DIFFERENT LIVING AND KITCHEN ELEVATIONS, OVERHANG ON PORCHES VARIES PER UNIT, REST OF LAYOUT FOR FLOOR PLANS ARE IDENTICAL. \) OPEN TO S)5Y _.._.._.._... PORCH I i 11 OPEN TO SAY110PEN TO S1iY _.._.._.._.._.._.._.._.._.._.._.._.. PORCH i PORCH � i .._.._.._.._.._.._.. T ; L CL LIVING CL IVING CL -co I IVI UP 3'FT p r } r f r I Uni 00 Unit 00� _w ;uni 0C)�x Cn I I Cn 1 I .00 f I I I I i �• E I i. i ! - j I I I I KITCHEN j N11 j KI-�� i i tlo, UP 4' FT _ TCHEN i _.._..� KITCHEN !I zO ZU �I _.._.. _.._.._.._P I73 _.._.. _.._.._.._.-_.. - f'. _.._.._.._. ae ov Liu. vo v IN r IN,070 I Ili ATT A ATT C1. CL - CI, ``' j i I I i t I r l I i PIPING FLOOR PLAN 3/16fr^1 f -Otr, ALL I" CPVC PIPING REFER TO DIMENSIONED PLAN H. N. O. FOR CEILING HEIGHTS DASHED LIME REPRESENTS 1 1I41f CPVC PIPE FROM T. O. R. NODE 9 TO START OF LOOP AT NODE 10 NOTES: 1. ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING, ALL OTHER ROOMS ARE BASED ON 16'FT SPACING. 2. PITCH IN ALL SLOPED CLG'S DO NOT EXCEED 4/12 3. ALL BELLS TO BE LOCATED ON ADDRESS SIDE OF BUILDING. 4. ALL HANGER LOCATIONS TO BE TYPICAL AND PLACED PER MANUFACTURERS SPECIFICATIONS. 5. ZO'FT SPACING UTILIZED FOR A SINGLE HEAD COMPARTMENT PER NFPA 13-R, SECTION 3.-3.1 6. NO HEADS REQUIRED IN CLOSETS PER NFPA 13-R, SECTION 6.6.3 7. - - - - REPRESENTS LINE OF CLG CHANGE OPEN TO SKY -.._.._.._..� PORCH. i BUILDING # ROUGH FINAL NOTES 0 T NTICH h� L,L=10 r� � � N rn � T. 0. R. IL=30 f3. 0. R. FL = 4' *** BUILDING O-T *** SYMB MADE & MODEL SIN TYPE TEMP FINISH K-FACT CANOPY QTY TYCO LFII TY3596 RES 160 WHT 4.9 CONC/FIAT 57 VIKING Q/R SSP 200 WHT 5.6 401W/GR°5 7 0 TYCO LFII TY2234 RES 175 CHROME 4.9 PENDENT 12 011" TYCO LFII TY1134 RES 155 WHT 4.2 SfDl=WALL 7 TOTAL SPRINKLERS FOR BUILDING G•-T: 83 >\/1=1rjr0PEN TO SKY' PORCH 0o V. CLG ENT Y V LG CL LIVING V. CLG I I Unit 001. 8' 4 j CLG i N KITCHEN i V. CLG i ' J, CLG I4'CLG7 r !A 8,CLG o as HALL TV. CLG i �. CL '4 ! _ .qL - ` BATH 8' CLG(' 3'•--10" 7'-3" 00 �... CL 8' CI'. I 0-D I T BED 8'CLG DIMENSION FLOOR PLAN fll III II III I� III I I IIE I III III III II III II II III III III ll I I 11I Il I I: SECTION CUT DC 3/16"-111_0" 3/1611=1 r _off > \,�/ OPEN TO SKY PORCH ! V. CLG ENT Y V LG CL ! i LIVING * V. CLG 'ems" iUnit ,0.03 8' 4 ! l CLG � I j a'.1 1 I [KITCHEN � 8 r V. CLG, CLG CID i '-7 EA. l 14'CLG 8' CLG"Oil ° v v - ATT CL 4 -OL HALL i - V. CLG I 00 BATH I r S CLG CL 8' CI, L I . ''BED S' CLG DIMENSION FLOOR PLAN 3/16"=1'-0" BUILDING 0-T BUILDING 0 HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location UNIT 001 - LIVING Sprinkler Information NUMBER OF ROWING SFRINKLERS I 2 WNUFACTURE TYCO CO MODEL LF 11 160° TY3596 1/2" ORIFICE 4.9 K-FACTOR Basis of Design sTANDARR NFPA 13R, 2016 ED. HAZARDGR4�UP ORDINARY HAZARD DENSITY .05 C1+SCi, Fr, DESIGNED AREA of DISCHARGE 256 SO. FT. System Demand C•PM DEMAND AT THE ^ . BASE OF THE RISER L GPM RESIDUAL PRESSURE AT THE 2U. Psi OF THE RISER C-PM DEMAND AT THE WATER SUPPLY SOURCE 26.6 RESIDUAL PRESSURE AT THE ��.� PSi WATER SUPPLY SOURCE HOSE STREAM ALLOWANCE 9 GPM INSIDE O GPMOUTSIDE 0 GPM TOTAL REMOTE SPRINKLER FLOW 13.0 GPM SPAORQP USED IN CALLS 256 sq.ft. per HEAD BLILDING T HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location UNIT 001 - LIVING Sprinkler Information NUMBER OF FLOWING SPRINKLERS ® MANUPACttJRE 1 TYCO MQDa LFII 1 gp° TY3596 112" ORIFICE 4.9 K-FACTOR Basis of Design STANDARD -- NFPA 13R, 2016 EI7. HAZARD GROUP ORDINARY HAZARD DENSITY .05 OPFN90. FT. DESIGNED AREA OF DISCHARGE 256 SG. FT. . 1 System Demand GPM DEMAND AT THE 26.6 G� SASE OF TiiE RISER RESIDUAL PRESSURE AT THE BASE OF THE RISER 20-8 PSI GPM DEMAND AT THE 26.6 GPM WAVER SUPPLY SOURCE RESIDUAL PRESSURE AT THE WATER 3UPPLY SOURCE . PSI HOSE STREAM ALLOWANCE n GPM INSIDE a GPM OUTSIDE 0 GPM TOTAL REMOTE SPRINKLER R.OW 13.0 wive 7.0 PSr SPACING USED M CALLS 256 sq.ft. per HEAD .-IT NC. Az 'off ��pt3,i W � �� cG �w � c� ate. CN oa ►� '! �y N3�4� n � n r+ L� dC'� 0 4� Lu 1 U7 " a � w 4 a O C7 he a u Lf1 J � N to J � � � J # .-. U ac J D ❑ ❑ lL C] N � N L uJ i W ♦ LJ Lii ► �m UJ J a W ❑ z� zLn EL W w Ln .� r N Q W Q 1"r Z W al: � LU 0 N F Iliw .� CL LU W IOC � y Ie M tto) z a oc LU , j P o a ~ °C a z V a .^ ad Ora- U U� Z 3 Z_ UC1 = co, Cy � CIO LU Q LU N Z i d U DATE: 9-24-3 8 SCALE: A5 NOTED DRAWN BY: CANDi CAUDIILLO JOB Np. 18-0204 SIiEET Na. FP5 OF FP7 " a r ni a :J z OPEN TO SItY _.._ ._.._..� PORCH i OPEN TO EY]l PORCH i OPEN TO 5KY IJOPEN TO SKY PORCH i PORCH i OPEN TO SKY PORCH i �" `�' i LIVING -16' CL s~ ` ! i J LIVING CL L1VI:1�G CL E, �., { LIMING CL ' ! �, i L1's f ti(� CL L ELu13' EL--1' R r f # 1 - I UP 3' FT I , } f } f C 1 i Uni E-01nE ; Uni PO 1 Unit P03 • � Uni PO ; Uni Pfl Io i .i a i y w I I op01ORI I I I ! t I• I I I f 10 op I EL=j13 ' I op j I I KITCHEN j01 jF7 i KITCHEN j MECH j 00 i i 3 LIP 4 r FT ELH 6 I i i KITCHEN � i n a o 0 o e v a Ll .I:V f r- III AI E, [ITT r� r r� LO co Cn CICI, i CL i C HALL BATH HALL 104 BATH HALL BATH II r OjC r 17I ,n Ask , CL CL C1: C BED $EI) tED 8'CLG 8'CLG 8'CLG UNITS P03 & P06 HAVE DIFFERENT LIVING AND KITCHEN ELEVATIONS, OVERHANG ON PORCHES VARIES PER UNIT, REST OF LAYOUT FOR FLOOR PLANS ARE IDENTICAL. l � - r I _ . 01 4z KITCHEN i _ . i KITC11LIN i z0 E ! I- DOE _.._.. _.._.. _.._.._,._,!_ . =`-77L Lz } E� FJI AT'IT _ T w w r Lo i M C i LO i CL r r r r HALL BATH HALL BATH f r I r L a CL BED ..... BED NOTES: 1. ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING, ALL OTHER ROOMS ARE BASED ON 16'FT SPACING. 2. PITCH IN ALL SLOPED CLG'S DO NOT EXCEED 4/12 3. ALL BELLS TO BE LOCATED —ON -ADDRESS SIDE OF BUILDING. - - 4. ALL HANGER LOCATIONS TO BE TYPICAL AND PLACED PER MANUFACTURERS SPECIFICATIONS. 5. 20'FT SPACING UTILIZED FOR A SINGLE HEAD COMPARTMENT PER NFPA 13-R, SECTION 3.3.1 6. NO HEADS REQUIRED IN CLOSETS PER NFPA 13-R, SECTION 6.6. 3 7. — — — --REPRESENTS LINE OF CLG CHANGE OPEN TO SKY OPEN TO SKY ._,._,__,._.._.,.�.._.._.._.._.._.._.. .._..�..._.,_..� PORCH i PORCH I I UP 3' FT I r Unit P06.' . 1 i I i I I KITCHEN i UP 4' FT PIPING �iFLOOR PLAN eJ / 1 Lf „' 1 I _0 of ALL 1" CPVC PIPING IVI REFER TO DIMENSIONED PLAN U.N.O. FOR CEILING HEIGHTS DASHED LINE REPRESENTS 1 1/4" CPVC PIPE FROM T. 0. R. NODE 9 TO START OF LOOP AT NODE 10 St. �r •,i>rrlr E� KITCHEN OPEN TO SKY ._.._.._..� . PORCH i r • i v� BUILDIN #ROUGH FINAL NOTES P R ** BUILDING P-R** SYMB MAKE & MODEL SIN 'TYPE TEMP FINISH K-FACT CANOPY QTY TYCO LFII TY3596 RES 160 WHT 4.9 CONCIFLAT 68 VI KI NG Q/R VK302 SSP 200 WHT 5.6 401W/GRDS 8 0 TYCO LFII TY2234 RES 175 CHROME 4.9 PENDEUT 14 TYCO LFII TY1334 RES 155 WHT 4.2 SIDEWALL S TOTAL SPRINKLERS FOR BUILDING P-R: 98 MECH JL EL=10' c� � � b ~� Ca oP o � T. O. R. EL - 10' B. 0. R. EL=4' �`j�I' !I II III Ilf I I I .III III EI EII III IE III lEl III II LIE III lEl III.�.I I III III III III III III III III II I III III III III IEI- I SECTION CUT 3/ 16 1f _ 1 1 —O rt OPEN TH SKY OPEN 'I'O SiY - PORCH V. CLG PORCH 7 s-8"-1 V. CLG r LENT YENT Y d LG CL ! LIVING CL LIVING V. CLG i . _,9 _ 0 V. CLG i Unit• P 4_ i Unit P05_ 8' 4 00 ' ! l �._ CLG ; ;•: CLG- '"� I KITCHEN i KITCHEN , V. CLG i 8' V. CLG 8 _i, CLG 4° 1�I' CLG I r 1 E 114' CLG j I ►; , E p: IJ _ 8' CLGv 8'CLG ° f o 0 [wl = = - �, HALL - I V. CLG I� CLG Al -- CL -� 8' 4 G HALL T 4 � i c" V. CLG t BATH BATH .. 8'CLG 8'CLG 3'-1 Q" I'-3"- Da xa I, CL CL r r� 8 CL I ..... BED � T .. • .. •'BED I T • . . • 8'CLG i 8'CLG DIMENSION FLOOR PLAN 3/1GI'"1 r—F1it DIMENSION FLOOR PLAID 3/1G"=1'-0" BUILDING P-R BUILDING P BUILDING R HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location UNIT P01 - LIVING Sprinkler Information NUMBER OF FLOWING SPRINKLERS MANUFACTURE TYCO MODEL L F I_I 1 so° TY359fi 112" ORIFICE 4.9 K-FAC TOR Basis of Design STANDARD NFPA 13R, 2016 ED. r�ROG�P ORDINARY HAZARD DENSITY 05 GPAAISQ. FL. DESIONF° AREA OF DISCHARGE 256 SQ. FT. System Demand G PM DE MAND AT THE. BASE OF THE ROER GPM RESIDUAL PRESSURE AT THE BASE OF THE RISER 62.7 P� GPM DEMAND AT THE WATER SUPPLYSOURCE RESIDUAL PRESSURE AT THE 71.1 WATER SUPPLY SOURCE HOSE STREAM ALLOWANCE 0 GPM INSIDE 0 GPM OUTSIDE ❑ GPM TOTAL REMOTE SPRINNLERFLOW 13.0 GPM 7.0 PSI SPACING USED IN CALCS 256 S .f#. per HEAD HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location UNIT P01 -LIVING Sprinkler Information NUMBER OF FLOWINQ SPRINKLERS MANUFACTLIIRE TYCO MOUrL LFII 160° TY3596 112'" ORIFICE 4.9 K-FACTOR Basis of Design STANDAFM NFPA 13R, 2016 ED. HAZARD GFMP ORDINARY HAZARD DENSITY .05 Gmm FT: DESIGNED AREA OF DISCHARGE ��' System Demand GPM DEMAND AT THE 58. GPM EASE OF THE RISER 5 — RESIDUAL PRESSURE ATTHP BASE OF THE RISER fit 7 PSI OPM DEMAND AT THE ��.� GPM WATER SUPPLY SOURCE RESIOLKPRESSUKATTHE .1 P9 WATER SUPPLY SOURCE NOSE STREAM ALLOWANCE 0 GPM INSIDE 0 GPM OUTSIDE 0 GPM TOTAL REMOTE SPRINKLER FLOW 13.0 GPM 0 7.0 P I SPACING USED IN CALCS 256 .s�.ftper HEAD WToR* -off ,l NC.sL W � LO - 0. ON v(000 °T o E SN330 C4 CV n LU -- o^ y a ' z 0 uJ in } LEI "— a z a L cf Qe _ NUJI U H ae ' 0 Q � a � 1 W J tD N [r] ❑ t,0 N F IY4 LrV j Lj in L] � J U J � ❑ 0 LL N W � Q � v Z 4 � � W ❑ CL W N U `J0 J w W a W ❑ m z zin 4 Q -- CL W in +� in .. � � X N Q N LU Z LU tn W V7 Q d N Uj LU CIO V OGLU�,. LU o� y z c a LU Z °� � a z L � Q K U V' vice O LU a °� V Ua V . 05 m Uj � � Ni � 7 t3 ELL Q z F Z IL. U a DATE: 09-24-18 SCALE: AS NOTED DRAWN BY ; CANDI CAUDILLO JOB NO. 18-0204 SHEET NO. FP6 OF FP7 D B OPEN TO SKY OPEN TO SitY %11 WEN TO SKI' JOPEN TO SKY 11OPEN T 11OPFN TO LY PORCH PORCH PORCH _.. �.._.._.- PORCH I PORCH 9 PORCH 9 i i 9 i 9 i PIPING FLOOR PLAN rj /111_11 _�}1 ALL I" CPVC PIPING 3 6 REFER TO DIMENSIONED PLAN U. N. 0. FOR CEILING HEIGHTS DASHED LINE REPRESENTS 1 1/4" ------ CPVC PIPE FROM T. Q. R. NODE 9 TO START OF LOOP AT NODE 10 NOTES: 1. ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING, ALL OTHER ROOMS ARE BASED ON 16'FT SPACING. 2. PITCH IN ALL SLOPED CLG'S DO NOT EXCEED 4/12 3. ALL BELLS TO BE LOCATED ON ADDRESS SIDE OF BUILDING. 4. ALL HANGER LOCATIONS TO BE TYPICAL AND PLACED PER MANUFACTURERS SPECIFICATIONS. 5. 20'FT SPACING UTILIZED FOR A SINGLE HEAD COMPARTMENT PER NFPA 13—R, SECTION 3.3.1 6. NO HEADS REQUIRED IN CLOSETS PER NFPA 13—R, SECTION 6.6.3 7. — -- — — REPRESENTS LINE OF CLG CHANGE ALL PORCHES VARY, ALL UNITS INSIDE HAVE SAS LAYOUT AND ARE IDENTICAL. T. 0. R. a = 1O' B. 0. R. EL = 4' E OPEN TQ SI�Y PORCH I V. CLG 3'_8 el E RY CL LIVING � j * V. CLG i Wipit-QQfi 8'400 - I . KITCHEN a V. CLG i 8 00 i CL( 14' CLG Q i#V C G NI o a .i � ®- TT - CL -� 14 L11 HALL V. CLG I ao BATH 8'CLG CL CIO -BED ` 8' CLG DI;v1ENSI0N FLOOR PLAN *** BUILDING Q-S *** SYMB MADE & MODEL SIN TYPE TEMP FINISH K-FACT CANOPY QTY TYCO LFII TY3596 RE5 160 WHT 4.9 CONC/FLAT 50 VIKING Q/R VK302 5SP 200 WHT 5.6 401W/GRDS 6 7 0 TYCO LF I I TY1214 RE5 175 CHROME 4.9 PENDENT TYCO LFII TY1334 RE5 155 WHT 4.2 SIDEWALL 6 TOTAL SPRINKLERS FOR BUILDING Q-S: 69 �iiillli I H 7 1-111-111 11 L_J I Itllii�i itlliiitlliiitl iiitlliiitlliiitlliiitlliiitlli SECTION CUT (E) 3/16"=1'-0" LD I N ROUGIL FINAL NO` E' S Q S OPEN TQ SKY �-5" I. PORCH V. CLG r , III CI� LIVING * _ i i V. CLG iUI) it, QD4 8' 4 . i CLG s i 0.1 I KITCHEN V. CLG M I '-7 01 14' CLG i x /-10 LO I o a 8 CIG ATT — CL -� 14 qL HALL ! r -V. CLG i BATH T ■ IT 8' CLG -T > 3'-10 7'-3�. as CL - .. T 8' CLG DIMENSION FLOOR PLAN 3/1611=I'-0It BUILDING Q-S] BUILDING Q HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location I UNIT Q01 - LIVING Sprinkler Information NUMBER OF FLOWING SPRINKLERS MANUFACTURE TYCO MODEL LF I I - TY3596 112" ORIFICE 4.9 K-FACTOR Basis of Design STk14DARD NFPA 13R, 2016 E HAZARD GROUP ORDINARY HAZARD DENSITY .05 GPWSQ- FT. DESIGNED AREA OF DISCHARGE 256 9O, FT, System Demand GPM DEMAND AT 7HE �M BASE OF THE RISER 26.5 RESIDUAL PRESSURE AT THE SASE OF THE RISER 19,6 PSI GPM DEMAND AT THE GPM WATER SUPPLY SOURCE 26.5 RESIDUAL PRESSURE ATTI{E WAFER SUPPLY SOURCE . PSI 5 HOSE STREAM ALLOWANCE GPM INSIDE 0 GPM OUTSIDE 0 GPM TOTAL err REMOTE SPRJNIQER PLOW 13. 0 IRPM(a 7.0 P SPACING USED IN CALLS 256 sq.ft. HEAD per BUILDING S HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System Location UNIT Q01 - LIVING j Sprinkler Information NVMBPR OF FLOWING 9PRINMOLERS ] MANUFACTURE TYCO MOMIL LFI 16p° TY3596 1f2" ORIFICE 4.9 K-FACTOR Basis of Design STANDARD NFPA 13R., 2016 ED. HA7AR0 GROUP ORDINARY HAZARD DENSITY .05 GPWSQ-P"f- DESIGNED AREA OF DISCHARGE 256 System Demand GPM DEMAND AT THE BASE OF TFE RISER 26.5 GPM RESIDUAL PRESSURE AT 7HE A ((�� BASE OF THE RISER 1 9.6 PSG GPM DEMAND AT THE GPM WATER SUPPLY SOURCE 26.5 RESIDUAL PRESSVRE AT THE r7 WATER SUPPLY25.CS 50VROE Psi .i HOSE STREAM ALLOWANCE O GPM INSIDE 0 GFM OUTSIDE 0 GPM TOTAL REMOTE SPRINKLER FLOW 13.0 GPM a SPACING USED IN CALCS 256 sq.ft. per HEAD LO ;L► 04 0 i co', ca � o _ +� SNCW Q�SN 3 0>r1 LO � m L Z LU 96 tJ3 Z 0 z 0 En U I W z w z 0 5; a a 4 v+ xLU ~ � d 1 W z LIJI 2 � x In tD N In D 0 N m .. I; J U ❑ v N (L d � C] 0 aU1 IL JA 4C W Lr) CJ ❑ IL `I 03 LLI M Z 4 -- CL in ko Ln -- X N< i N Uj Q s 1 r I w`� W Q Q W d 3 too _ E I~ LU LU � m wLULIJ cc }"` � P 2!r� w U Z ° N Z � �` e 0 � u LUU ma�yy Q Y to FE � o Vim 'U V) li 06 � d 0 IL U G 09-24-18 A5 NOTED CANDI CAUDILLO 204 F FP7 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR 'js yr510E COu WASHINGTON STREET APARTMENTS *** BLDG Q m c � � REMOTE AREA 2 HEAD CALLF y TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED {including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.5 gpm 26.5 gpm (0 gpm Hose STREAM) 26.5 gpm @ 19.6 psi 4.9 CANDI CAU DILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83j18-0204-Q.SDF JOB TITLE: WASHINGTON BLDG Q - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 26.5 26.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 26.5 26.5 2 0.0 - - - - 26.5 - - - 3 3.0 - - - - 25.2 -- -- - 4 3.0 - - - - 21.2 - - - 5 0.0 - - - 22.5 - - - 6 0.0 - - - - 22.5 - - -- 7 0.0 - - - - 21.5 - - - 8 4.0 - - -- - 19.6 - - - 9 10.0 - - - - 16.5 - - - 10 10.0 - - - - 15.2 - - 11 13.0 - - - - 7.6 - - - 12 13.0 K= 4.90 7.0 13.0 13 13.0 K= 4.90 7.6 13.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:`PROGRAM FILES\HRS SYSTEMSIHASS83118-0204-Q.SDF JOB TITLE: WASHINGTON BLDG Q - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.5 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 26.5 (NIA) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 26.5 0.0 0.000 TL 47.00 PV Pipe: 2 26.5 6.900 PL 2.00 PF 0.0 2 0.0 0.0 26.5 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 25.2 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 25.2 0.0 4.0 psi, 26.5 gpm 4 3.0 0.0 21.2 0.0 Pipe: 4 26.5 6.900 PL 2.00 PF 0.0 4 3.0 0.0 21.2 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 22.5 0.0 0.000 TL 16.00 PV Pipe: 5 26.5 6.900 PL 150.00 PF 0.0 5 0.0 0.0 22.5 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 22.5 0.0 0.000 TL 164.00 PV Pipe: 6 26.5 2.003 PL 150.00 PF 1.0 6 0.0 0.0 22.5 0.0 2.7 150 FTG 14.0 PE 0.0 7 0.0 0.0 21.5 0.0 0.006 TL 164.00 PV Pipe: 7 26.5 1.985 PL 5.00 PF 0.2 7 0.0 0.0 21.5 0.0 2.8 150 FTG 19.0 PE -1.7 8 4.0 0.0 19.6 0.0 0.007 TL 24.00 PV Pipe: 8 26.5 1.394 PL 6.00 PF 0.5 8 4.0 0.0 19.6 0.0 5.6 150 FTG 7.0 PE -2.6 9 10.0 0.0 16.5 0.0 0.036 TL 13.00 PV Pipet 9 26.5 1.394 PL 13.00 PF 1.3 9 10.0 0.0 16.5 0.0 5.6 150 FTG 22.0 PE 0.0 10 10.0 0.0 15.2 0.0 0.036 TL 35.00 PV Pipe: 10 12.2 1.101 PL 121.00 PF 6.3 10 10.0 0.0 15.2 0.0 4.1 150 FTG 111.0 PE -1.3 11 13.0 0.0 7.6 0.0 0.027 TL 232.00 PV Pipe: 11 13.0 1.101 PL 6.00 PF 0.6 11 13.0 0.0 7.6 0.0 4.4 150 FTG 13.0 PE 0.0 12 13.0 4.9 7.0 13.0 0.031 TL 19.00 PV Pipe: 12 -0.8 1.101 PL 16.00 PF 0.0 11 13.0 0.0 7.6 0.0 0.3 150 FTG 13.0 PE 0.0 13 13.0 4.9 7.6 13.5 0.000 TL 29.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMS\HASS83118-0204-Q.SDF JOB 'TITLE: WASHINGTON BLDG Q - 2 HEAD CALL. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOS. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 14.3 1.101 PL 109.00 PF 6.3 10 10.0 0.0 15.2 0.0 4.8 150 FTG 63.0 PE --1.3 13 13.0 4.9 7.6 13.5 0.037 TL 172.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.009 gpm and a maximum imbalance at any node of 0.104 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 57.01 gpm. ( 6 ) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A a N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 16.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 RATE: 9/27/2018 C:`PROGRAM FILESIHRS SYSTEMSIHASS83`18-0204-Q.SDF JOB TITLE: WASHINGTON BLDG Q -- 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:IPROGRAM FILESjHRS SYSTEMSIHASS83\18--0204-Q.SDF JOB TITLE: WASHINGTON BLDG Q - 2 HEAD CALC. !Ye ul O Cy ci Oa :V ELF, uu-) v o � D3 A .ul VQ� a ar o, u ,-J w A o m U :i � V c --a C -O 0 N r+n 0 N O --lL H r-1 N O O O O O O O O p p o co fsi t� O O i I " SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2019 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-Q.SDF JOB TITLE: WASHINGTON BLDG Q - 2 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I [-81.0 psi @ 730 gpm i Flow Test Point 77+ I I I 70+ I I I 63+ I I P 56+ R I E j S I S 4 9+ U I R I E 42+ f I P I S I . 35+ 5 I I 28+ X I I 21+ I I 14+ LEGEND I" I X = Required Water Supply I 26.50 psi @ 26.5 gpm 7+ 1 0 = Available Water Supply I 82.80 psi @ 26.5 gpm " I , 0-F+-+---+----+-----+------+--------+--------+---------_+--_-_-_----+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR g�o� cv�Nrr ¢ o,,«, WASHINGTON STREET APARTMENTS 2 *** BLDG Q N m REMOTE AREA 1 HEAD CALL Date ctt'qr?ED TYCO LF II CONC/FLAT �- FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including nose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 25.5 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83118-0204-QI.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ"D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 32.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 32.0 20.0 2 0.0 - - - - 32.0 - - - 3 3.0 - - - - 30.7 - - 4 3.0 - - - - 26.7 - 5 0.0 - - - - 28.0 - - - 6 0.0 - - - - 28.0 - - - 7 0.0 - - - - 27.4 - - - 8 4.0 - - - - 25.5 - - 9 10.0 - - - - 22.7 - - - 10 10.0 - - - - 21.9 - - - 11 13.o - - - - 17.1 - - - 12 13.0 - - - - 17.1 - - - 13 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMSIHASS83`18--0204-QI.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 20.0 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 32.0 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 32.0 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 32.0 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 30.7 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 30.7 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 26.7 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 26.7 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 28.0 0.0 0.000 TL 16.00 PV Pipe: 5 20.0 6.900 PL 150.00 PF 0.0 5 0.0 0.0 28.0 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 28.0 0.0 0.000 TL 164.00 PV Pipe: 6 20.0 2.003 PL 150.00 PF 0.6 6 0.0 0.0 28.0 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 27.4 0.0 0.004 TL 164.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 27.4 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 25.5 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 25.5 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 22.7 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 22.7 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 21.9 0.0 0.022 TL 35.00 PV Pipe: 10 8.9 1.101 PL 121.00 PF 3.5 10 10.0 0.0 21.9 0.0 3.0 150 FTG 111.0 PE -1.3 11 13.0 0.0 17.1 0.0 0.015 TL 232.00 PV Pipe: 11 0.0 1,101 PL 6.00 PF 0.0 11 13.0 0.0 17.1 0.0 0.0 150 FTG 13.0 PE 0.0 12 13.0 0.0 17.1 0.0 0.000 TL 19.00 PV Pipe: 12 8.9 1.101 PL 16.00 PF 0.4 11 13.0 0.0 17.1 0.0 3.0 150 FTG 13.0 PE 0.0 13 13.0 4.9 16.7 20.0 0.015 TL 29.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-Q1.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALL. 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 11.1 1.101 PL 109.00 PF 4.0 10 10.0 0.0 21.9 0.0 3.7 150 FTG 63.0 PE --1.3 13 13.0 4.9 16.7 20.0 0.023 TL 172.00 PV NOTES MASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.007 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 4.2 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 36.63 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 6.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM! FILES\HRS SYSTEMSIHASS83\18-0204-Q1.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALL. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 5.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C $ G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:\PROGRAM FILES`HRS SYSTEMS�HASS83118-0204-Q1.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALC. N On N N N o � Ql 3-1 N a �� va s44J Lo 0 -•r'i OD 0 m co U7 V} a f7D P4 a P[1 a a, � � v U H UJ 1 1 34 04 U b a d c c d b --N m 0 cv a N w n a 0 0 0 0 0 4 O a O O O O ' 0 w �o v' sv ' r-i ca��c�w wawvacnaQ4 .-. Q1 Qa � th v� o 41 F' o Ei •r' o w .� 4 I Ei Ql � a 0 04 4 a k .a a� q) U) +- ro � a � 'a ro EO N � v N � rn N w n a 0 0 0 0 0 4 O a O O O O ' 0 w �o v' sv ' r-i ca��c�w wawvacnaQ4 .-. Q1 Qa � th v� o 41 F' o Ei •r' o w .� 4 I Ei Ql � a 0 04 4 a k .a a� q) U) +- ro � a � 'a ro EO N � v N � rn SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-Q1.SDF JOB TITLE: WASHINGTON BLDG Q - 1 HEAD CALL. WATER SUPPLY CURVE 84+ �111�111111111111111�111111111111�11 * [-81.0 psi @ 730 gpm I Flow Test Paint 77+ I I I 70+ I I I 63+ 1 I I P 56+ R 1 E S 1 S 49+ U R I E 42+ [ I P I S I 35+ I I x 1 28+ I I i 21+ I I 14+ LEGEND I X = Required Water Supply " 31.98 psi @ 20.0 gpm " 7+ " 1 0 = Available Water Supply " I 82.80 psi @ 20.0 gpm " I„ 0++-+---+----+------+------+--------+--------+----------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR GpL1M"TY FI WASHINGTON STREET APARTMENTS ''" *** BLDG P o. 40,, o REMOTE AREA 4 HEAD CALC a p TYCO LF II CONC/FLAT BLEARED pate:�� FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 58.9 gpm TOTAL WATER REQUIRED (including hose): 58.9 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): 58.9 gpm @ 62.7 psi SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS\HASS83\18-0204-P.SDF JOB TITLE: WASHINGTON BLDG P - 4 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 58.9 71.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 58.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.1 58.9 2 0.0 - - -- 71.1 - - - 3 3.0 - - - 69.8 - -- 4 3.0 - - 65.8 - - - 5 0.0 - - - - 67.1 - - - 6 0.0 - - - - 67.1 - - - 7 0.0 -- - - - 65.1 - - - 8 4.0 - - - - 62.7 - - - 9 10.0 - - - - 58.0 - - - 10 10.0 - - - - 52.4 - - - 11 16.0 - - - - 10.9 - - - 12 16.0 K= 4.90 10.1 15.6 13 16.0 K= 4.90 12.2 17.1 14 13.0 - - - - 7.9 15 13.0 K= 4.90 7.3 13.3 16 13.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRA❑LIC ANALYSIS Page 2 DATE: 9/27/2018 C:NPROGRAM FILES\HRS SYSTEMSIHASS83118-0204-P.SDF JOB TITLE: WASHINGTON BLDG P - 4 HEAD CALL. 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 58.9 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 71.1 (NIA) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 71.1 0.0 0.000 TL 47.00 PV Pipe: 2 59.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 71.1 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 69.8 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 69.8 0.0 4.0 psi, 59.0 gpm 4 3.0 0.0 65.8 0.0 Pipe: 4 59.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 65.8 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 67.1 0.0 0.000 TL 16.00 PV Pipe: 5 59.0 6.900 PL 1R0,00 PF 0.0 5 0.0 0.0 67.1 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 67.1 0.0 0.000 TL 194.00 PV Pipe: 6 59.0 2.003 PL 60.00 PF 2.0 6 0.0 0.0 67.1 0.0 6.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 65.1 0.0 0.027 TL 74.00 Pv Pipe: 7 59.0 1.985 PL 5.00 PF 0.7 7 0.0 0.0 65.1 0.0 6.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 62.7 0.0 0.028 TL 24.00 PV Pipe: 8 59.0 1.394 PL 6.00 PF 2.1 8 4.0 0.0 62.7 0.0 12.4 150 FTG 7.0 PE -2.6 9 10.0 0.0 58.0 0.0 0.159 TL 13.00 PV Pipe: 9 59.0 1.394 PL 13.00 PF 5.6 9 10.0 0.0 58.0 0.0 12.4 150 FTG 22.0 PE 0.0 10 10.0 0.0 52.4 0.0 0.159 TL 35.00 PV Pipe: 10 25.7 1.101 PL 157.00 PF 38.9 10 10.0 0.0 52.4 0.0 8.7 150 FTG 202.0 PE -2.6 11 16.0 0.0 10.9 0.0 0.108 TL 359.00 PV Pipe: 11 15.6 1.101 PL 6.00 PF 0.8 11 16.0 0.0 10.9 0.0 5.2 150 FTG 13.0 PE 0.0 12 16.0 4.9 10.1 15.6 0.043 TL 19.00 Pv Pipe: 12 33.2 1.101 PL 133.00 PF 37.6 10 10.0 0.0 52.4 0.0 11.2 150 FTG 83.0 PE -2.6 13 16.0 4.9 12.2 17.1 0.174 TL 216.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTMS\HASS83118-0204-P.SDF JOB TITLE: WASHINGTON BLDG P - 4 HEAD CALC. 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 16.1 1.101 PL 16.00 PF 1.3 13 16.0 4.9 12.2 17.1 5.4 150 FTG 13.0 PE 0.0 11 16.0 0.0 10.9 0.0 0.046 TL 29.00 PV Pipe: 14 26.3 1.101 PL 11.00 PF 4.3 11 16.0 0.0 10.9 0.0 8.8 150 FTG 27.0 PE 1.3 14 13.0 0.0 7.9 0.0 0.113 TL 38.00 PV Pipe: 15 13.3 1.101 PL 6.00 PF 0.6 14 13.0 0.0 7.9 0.0 4.5 150 FTG 13.0 PE 0.0 15 13.0 4.9 7.3 13.3 0.032 TL 19.00 PV Pipe: 16 13.0 1.101 PL 14.00 PF 0.9 14 13.0 0.0 7.9 0.0 4.4 150 FTG 15.0 PE 0.0 16 13.0 4.9 7.0 13.0 0.031 TL 29.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.011 gpm and a maximum imbalance at any node of 0.165 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.4 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 64.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMS`HASS63118-0204-P.SDF JOB TITLE: WASHINGTON BLDG P - 4 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.67 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN CCUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:\PROGRAM FILMHRS SYSTEMS\HASS83\18-0204-P.SDF JOB TITLE: WASHINGTON BLDG P - 4 HEAD CALC. _ / � k > r k / } j 2 0 _ p. ] \;. §Lo (U� oa w eE \ 2 \ \ \ \ §S4 �ƒ 4- w m ® . r • w � o .. _ . � 7 � g k w \ § \ 2 2 \ 2 R % 2 3 % ? r | , SPRINKLER SYSTEM HYDRAULIC DATE: 9/27/2018 C:IPROGRAM FILESIHRS JOB TITLE; WASHINGTON BLDG P - 4 HEAD CALL. ANALYSIS Page 6 SYSTEMSIHAS583118-0204-P.SDF WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I C-81.0 psi @ 730 gpm I Flow Test Point 77+ i I x 70+ I I 63+ I I I P 56+ R J E I S I S 49+ U I R I E I 42+ � I P I S I 35+ f I J I 28+ I I 21+ I I 14+ LEGEND I" I X = Required Water Supply I 71.12 psi @ 58.9 gpm 7+ I 0 = Available Water Supply " I 82.78 psi @ 58.9 gpm " 0++-+--------+-----+-------+--------+--------+----------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ¢�'p e cou'vrr WASHINGTON STREET APARTMENTS , kOF THgr *** BLDG F 9 [� i m REMOTE AREA 1 HEAD CALC GLF TYCO LF II CONC/FLAT Qerg. �R�p FILE NUMBER: 1$-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 31.7 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2016 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-P1.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 37.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 37.8 20.0 2 0.0 - - - - 37.8 - - - 3 3.0 - - - - 36.5 - - - 4 3.0 - -- - - 32.5 - - -- 5 0.0 - - - - 33.8 - -- - 6 0.0 - - - - 33.8 - - - 7 0.0 - - --- - 33.5 - - - 8 4.0 - - - -- 31.7 - - 9 10.0 - - - - 28.8 - - - 10 10.0 - - - - 28.1 - - - 11 16.0 - -- - -- 19.9 - - - 12 16.0 -- - - -- 19.9 - - - 13 16.0 - - - - 20.6 - - - 14 13.0 - - - - 18.6 - - - 15 13.0 - - - - 18.6 - - - 16 13.0 K= 4.90 16.7 20.0 SPRINELER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:IPROGRAM FILES`HRS SYSTEMSIHASS83`18-0204-P1.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALC. 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 (PST) Pipe: 1 20.0 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 37.6 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 37.8 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 37.8 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 36.5 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 36.5 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 32.5 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 32.5 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 33.8 0.0 0.000 TL 16.00 PV Pipe: 5 20.0 6.900 PL 180.00 PF 0.0 5 0.0 0.0 33.8 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 33.6 0.0 0.000 TL 194.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 33.8 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 33.5 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 33.5 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 31.7 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 31.7 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 28.8 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 28.8 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 28.1 0.0 0.022 TL 35.00 PV Pipe: 10 9.0 1,101 PL 157.00 PF 5.5 10 10.0 0.0 28.1 0.0 3.0 150 FTG 202.0 PE -2.6 11 16.0 0.0 19.9 0.0 0.015 TL 359.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 16.0 0.0 19.9 0.0 0.0 150 FTG 13.0 PE 0.0 12 16.0 0.0 19.9 0.0 0.000 TL 19.00 PV Pipe: 12 11.0 1.101 PL 133.00 PF 4.9 10 10.0 0.0 28.1 0.0 3.7 150 FTG 83.0 PE -2.6 13 16.0 0.0 20.6 0.0 0.023 TL 216.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-P1.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALC. 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 11.0 1.101 PL 16.00 PF 0.7 13 16.0 0.0 20.6 0.0 3.7 150 FTG 13.0 PE 0.0 11 16.0 0.0 19.9 0.0 0.023 TL 29.00 PV Pipe: 14 20.0 1.101 PL 11.00 PF 2.6 11 16.0 0.0 19.9 0.0 6.7 150 FTG 27.0 PE 1.3 14 13.0 0.0 18.6 0.0 0.068 TL 38.00 PV Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 13.0 0.0 18.6 0.0 0.0 150 FTG 13.0 PE 0.0 15 13.0 0.0 18.6 0.0 0.000 TL 19.00 PV Pipe: 16 20.0 1.101 PL 14.00 PF 2.0 14 13.0 0.0 18.6 0.0 6.7 150 FTG 15.0 PE 0.0 16 13.0 4.9 16.7 20.0 0.068 TL 29.00 PV NOTES (HASS): (1) Calculations were performed by the HASS B.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.012 gpm and a maximum imbalance at any node of 0.178 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 32.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:`PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-P1.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 ❑iameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BtyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page S DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-P1.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALL. av Q N D� U �i rtl o m o a to o an N N N N 3 v, •y w -vi d 00 u anU Vn rl w 'd 1-� � Q � u ri N o b � ar a N 04 r-I N co [— Q Q Q Q o o d, 0 o a o 0 0 '-4 1 Q UO lQ C ri N aixwencnpaw�-- I I a7 U -3 O a-' m r 4 N Q1 � H O • r-I 4 u i �4 aJ � r-I � o al � �1 Q) 0 Q� ro � O ;.1 x of � w 4-, ro ro U � 1 �4 .O +� ul a) N is to a Qj Qj a) 04 �V. m +J ro ,� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-PI.SDF JOB TITLE: WASHINGTON BLDG P1 - 1 HEAD CALC. WATER SUPPLY CURVE 84+ �11111111111111111111111111111111111 I * <-81.0 psi @ 730 gpm J Flow Test Point 77+ I I I 70+ 1 I I 63+ P 5 6+ R I E 1 S I S 49+ U R I E 1 42+ I I I 21+ I I ------------- - 14+ LEGEND I " I X = Required water Supply " 1 37.79 psi @ 20.0 gpm " 7+ I 0 = Available Water Supply " I 82.80 psi @ 20.0 gpm " 0++-+---+----+-----+------+--------+--------+---------+------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG P *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 31.6 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019S SYSTEMS`HASS83118-0204 - PH 2 - BLDG P - AS BUILT-2 .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 62.8 20.0 37.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 37.7 20.0 2 0.0 - - - 37.7 - - -- 3 3.0 - - - - 36.4 - - - 4 3.0 -- - - - 32.4 - - - 5 0.0 - - - - 33.7 --- - - 6 0.0 - - - - 33.7 - - - 7 0.0 - - - - 33.4 - - 8 4.0 - - - - 31.6 - - - 9 10.0 - - - - 28.7 - -- - 10 10.0 - - - _ 27.9 - - - 11 16.0 - - - - 19.6 - - - 12 16.0 - - - - 19.6 - - - 13 16.0 - - - - 20.3 - - - 14 13.0 - - - -- 18.4 --- - -- 15 13.0 - - -- - 18.4 - - - 16 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT-2 .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 HEAD CALC. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 37.7 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 37.7 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 3.00 PF 0.0 2 0.0 0.0 37.7 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 36.4 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 36.4 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 32.4 0.0 Pipe: 4 20.0 6.900 PL 3.00 PF 0.0 4 3.0 0.0 32.4 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 33.7 0.0 0.000 TL 17.00 PV Pipe: 5 20.0 6.900 PL 180.00 PF 0.0 5 0.0 0.0 33.7 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 33.7 0.0 0.000 TL 194.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 33.7 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 33.4 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 33.4 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 31.6 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 31.6 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 28.7 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 28.7 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 27.9 0.0 0.022 TL 35.00 PV Pipe: 10 10.9 1.101 PL 151.00 PF 5.1 10 10.0 0.0 27.9 0.0 3.7 150 FTG 76.0 PE -2.6 13 16.0 0.0 20.3 0.0 0.022 TL 227.00 PV Pipe: 11 10.9 1.101 PL 15.00 PF 0.6 13 16.0 0.0 20.3 0.0 3.7 150 FTG 13.0 PE 0.0 11 16.0 0.0 19.6 0.0 0.022 TL 28.00 PV Pipe: 12 9.1 1.101 PL 160.00 PF 5.7 10 10.0 0.0 27.9 0.0 3.1 150 FTG 202.0 PE -2.6 11 16.0 0.0 19.6 0.0 0.016 TL 362.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/20195 SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT--2 .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 HEAD CALC. 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 0.0 1.101 PL 6.00 PF 0.0 11 16.0 0.0 19.6 0.0 0.0 150 FTG 13.0 PE 0.0 12 16.0 0.0 19.6 0.0 0.000 TL 19.00 PV Pipe: 14 20.0 1.101 PL 11.00 PF 2.6 11 16.0 0.0 19.6 0.0 6.7 150 FTG 27.0 PE 1.3 14 13.0 0.0 18.4 0.0 0.068 TL 38.00 PV Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 13.0 0.0 18.4 0.0 0.0 150 FTG 13.0 PE 0.0 15 13.0 0.0 18.4 0.0 0.000 TL 19.00 PV Pipe: 16 20.0 1.101 PL 12.00 PF 1.7 14 13.0 0.0 18.4 0.0 6.7 150 FTG 13.0 PE 0.0 16 13.0 4.9 16.7 20.0 0.068 TL 25.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.056 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow ❑f 32.82 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019S SYSTEMS%HASS83118-0204 - PH 2 - BLDG P - AS BUILT-2 ,SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DAIS: 3/11/20198 SYSTEMS\HASS83\18-0204 - PH 2 - B£DG 2 - AS BUILT-2 .SDE JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 READ cALc. n w k- Q K b & w D 9 � ■ a H 0 _ � � j ro � o $ e ® SS 0C; / §G 2&; § 0IW o „ k- 3t 2% J§ =2 - a ,a �-P �0 jG �/ wDI «. �q , M 0 m \ | -�C \ c n c n c .. / r-1 2 2 \ U « o U w m � \ 0 0 0 0 ¢ k / c a0� w m w o c� w - a m•H _ , , 0 0 / D tr D SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT--2 .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 1 HEAD CALC. WATER SUPPLY CURVE 84+ 01�1111111111111111111�1111111111111 I * <-81.0 psi @ 730 gpm Flow Test Point 77+ I I I 70+ 1 I f 63+ I I I P 56+ R I E S S 4 9+ U I R. I E 42+ { I P X S I 135+ l I I 28+ I I I 21+ I 14+ LEGEND " I " I X = Required Water Supply it 37.67 psi @ 20.0 gpm 7+ „ I 0 = Available Water Supply " I 82.80 psi 0 20.0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG P *** REMOTE AREA 4 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA -- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 58.5 gpm 58.5 gpm (0 gpm Hose STREAM) 58.5 gpm @ 63.1 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019HRS SYSTEMSIHAS583118-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM} (PSI) 1 82.8 81.0 730.0 82.8 58.5 71.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 58.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.5 58.5 2 0.0 - - - - 71.5 - - - 3 3.0 - - - - 70.2 - - - 4 3.0 -- -- - - 66.2 -- - - 5 0.0 - - - -- 67.5 - -- - 6 0.0 - - - -- 67.5 - - - 7 0.0 - - - - 65.5 - _ - 8 4.0 - -- - -- 63.1 - - - 9 10.0 - _ - - 58.5 - - - 10 10.0 - - - - 53.0 - - - 11 16.0 - - - - 10.8 - -- - 12 16.0 K= 4.90 9.9 15.5 13 16.0 K= 4.90 12.0 17.0 14 13.0 - - - - 7.8 15 13.0 K= 4.90 7.2 13.2 16 13.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALC. 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 58.5 6.900 PL �'40.00 PF 0.0 1 0.0 SRCE 71.5 (N/A) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 71.5 0.0 0.000 TL 47.00 PV Pipe: 2 58.6 6.900 PL 3.00 PF 0.0 2 0.0 0.0 71.5 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 70.2 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 70.2 0.0 4.0 psi, 58.6 gpm 4 3.0 0.0 66.2 0.0 Pipe: 4 58.6 6.900 PL 3.00 PF 0.0 4 3.0 0.0 66.2 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 67.5 0.0 0.000 TL 17.00 PV- Pipe: 5 58.6 16.900 PL /180.00 PF 0.0 5 0.0 0.0 67.5 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 67.5 0.0 0.000 TL 194.00 PV Pipe: 6 58.6 2.003 PL 1160.00 PF 2.0 6 0.0 0.0 67.5 0.0 6.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 65.5 0.0 0.027 TL 74.00 PV Pipe: 7 58.6 1.985 PL 5.00 PF 0.7 7 0.0 0.0 65.5 0.0 6.1 150 FTG 19.0 PE -1.7 8 4.o 0.0 63.1 0.0 0.028 TL 24.00 PV Pipe: 8 58.6 1.394 PL 6.00 PF 2.0 8 4.0 0.0 63.1 0.0 12.3 150 FTG 7.0 PE -2.6 9 10.0 0.0 58.5 0.0 0.157 TL 13.00 PV Pipe: 9 58.6 1.394 PL 13.00 PF 5.5 9 10.0 0.0 58.5 0.0 12.3 150 FTG 22.0 PE 0.0 10 10.0 0.0 53.0 0.0 0.157 TL 35.00 PV Pipe: 10 32.7 1.101 PL 151.00 PF 38.4 10 10.0 0.0 53.0 0.0 11.0 150 FTG 76.0 PE -2.6 13 16.0 4.9 12.0 17.0 0.169 TL 227.00 PV Pipe: 11 15.8 1.101 PL 15.00 PF 1.2 13 16.0 4.9 12.0 17.0 5.3 150 FTG 13.0 PE 0.0 11 16.0 0.0 10.8 0.0 0.044 TL 28.00 PV Pipe: 12 25.9 1.101 PL 160.00 PF 39.6 10 10.0 0.0 53.0 0.0 8.7 150 FTG 202.0 PE -2.6 11 16.0 0.0 10.8 0.0 0.109 TL 362.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALC. 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 15.5 1.101 PL 6.00 PF 0.B 11 16.0 0.0 10.8 0.0 5.2 150 FTG 13.0 PE 0.0 12 16.0 4.9 9.9 15.5 0.042 TL 19.00 PV Pipe: 14 26.2 1.101 PL 11.00 PF 4.2 11 16.0 0.0 10.8 0.0 8.8 150 FTG 27.0 PE 1.3 14 13.0 0.0 7.8 0.0 0.112 TL 38.00 PV Pipe: 15 13.2" 1,101 PL 6.00 PF 0.6 14 13.0 0.0 7.8 0.0 4.4 150 FTG 13.0 PE 0.0 15 13.0 4.9 7.2 13.2/ 0.031 TL 19.00 PV Pipe: 16 13.0` 1.101 PL 12.00 PF 0.8 14 13.0 0.0 7.8 0.0 4.4 150 FTG 13.0 PE 0.0 16 13.0 4.9 7.0 J 13.0` 0.031 TL 25.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.009 gpm and a maximum imbalance at any node of 0.130 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.3 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 64.09 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019HRS SYSTEMS\HASS83118-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVIv NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE; 3/11/2019HRS SYSTEMS\HASS83\18-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALC. ca Q N t3 rR ❑ �n F4 to d 0 0 M to W 0)W id d) in to in 04 W 14 �+ A 0, � Q R. m Q..N U 7r th ,I t- Lo V� ri W Vm 04 ai � a ri w � � N O m a N � 1 t a C •• C C n c a N Q Q o Q a o b c o Q pp tko � N I r-I L7r��thf4 aaGwv,N�a W--¢,W-rl d 0 OD 7 Q n SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG P - AS BUILT .SDF JOB TITLE: BLDG P - PH 2 - AS BUILT - 2 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I [-81.0 psi @ 730 gpm Flow Test Point 77+ I I X 70+ I I I 63+ I 1 f P 56+ R E I S S 49+ U R I E 42+ � I P S 135+ ) f I I 28+ I I 21+ I f 14+ LEGEND " I" I X = Required Water Supply " 1 71.53 psi @ 58.5 gpm " 7+ I 0 = Available Water Supply I 82.78 psi @ 58.5 gpm " I' 0++-+---+----+-----+------+--------+----- +------- +------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR �C0014ry FAR 4 R,'g �hY al �d Q. WASHINGTON STREET APARTMENTS a k r *** BLDG O *** r � a C�EpRE� REMOTE AREA 2 HEAD CALC ❑�t� TYCO LF II CONC/FLAT x FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.6 gpm 26.6 gpm (0 gpm Hose STREAM) 26.6 gpm @ 20.8 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMS\HASS83118-0204-O.SDF JOB TITLE: WASHINGTON BLDG O - 2 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 26.6 27.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Z 0.0 SOURCE 27.2 26.6 2 0.0 - - - 27.2 - - - 3 3.0 - - - - 25.9 - - -- 4 3.0 - - - - 21.9 - - - 5 0.0 - - - - 23.2 -- - -- 6 0.0 - - - - 23.2 - - -- 7 0.0 - - - - 22.7 - - - 8 4.0 - - - - 20.8 - - -- 9 10.0 - _ - - 17.7 - - _ 10 10.0 - - - 16.5 - - - 11 13.0 - - - - 7.7 - - - 12 13.0 K= 4.90 7.0 13.0 13 13.0 K= 4.90 7.7 13.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATF: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-O.SDF JOB TITLE: WASHINGTON BLDG O - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.6 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 27.2 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 27.2 0.0 0.000 TL 47.00 PV Pipe: 2 26.6 6.900 PL 2.00 PF 0.0 2 0.0 0.0 27.2 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 25.9 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 25.9 0.0 4.0 psi, 26.6 gpm 4 3.0 0.0 21.9 0.0 Pipe: 4 26.6 6.900 PL 2.00 PF 0.0 4 3.0 0.0 21.9 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 23.2 0.0 0,000 TL 16.❑0 PV Pipe: 5 26.6 6.900 PL 150.00 PF 0.0 5 0.0 0.0 23.2 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 23.2 0.0 0.000 TL 164.00 PV Pipe: 6 26.6 2.003 PL 60.00 PF 0.5 6 0.0 0.0 23.2 0.0 2.7 150 FTG 14.0 PE 0.0 7 0.0 0.0 22.7 0.0 0.006 TL 74.00 PV Pipe: 7 26.6 1.985 PL 5.00 PF 0.2 7 0.0 0.0 22.7 0.0 2.8 150 FTG 19.0 PE -1.7 8 4.0 0.0 20.8 0.0 0.007 TL 24.00 PV Pipe: 8 26.6 1.394 PL 6.00 PF 0.5 8 4.0 0.0 20.8 0.0 5.6 150 FTG 7.0 PE -2.6 9 10.0 0.0 17.7 0.0 0.037 TL 13.00 PV Pipe: 9 26.6 1.394 PL 13.00 PF 1.3 9 10.0 0.0 17.7 0.0 5.6 150 FTG 22.0 PE 0.0 10 10.0 0.0 16.5 0.0 0.037 TL 35.00 PV Pipe: 10 12.0 1.101 PL 138.00 PF 7.5 10 10.0 0.0 16.5 0.0 4.0 150 FTG 144.0 PE -1.3 11 13.0 0.0 7.7 0.0 0.026 TL 282.00 PV Pipe: 11 13.0 1.101 PL 6.00 PF 0.6 11 13.0 0.0 7.7 0.0 4.4 150 FTG 15.0 PE 0.0 12 13.0 4.9 7.0 13.0 0.031 TL 21.00 PV Pipe: 12 -1.0 1.101 PL 15.00 PF 0.0 11 13.0 0.0 7.7 0.0 0.3 150 FTG 13.0 PE 0.0 13 13.0 4.9 7.7 13.6 0.000 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-O.SDF JOB TITLE: WASHINGTON BLDG O - 2 HEAD CALL. PIPE TAG, END ELEV. NOZ. PT DISC. NODES (FT) (K) (PSI) (GPM) Pipe: 13 10 10.0 0.0 16.5 0.0 13 13.0 4.9 7.7 13.6 NOTES (HASS): Q(GPM) DIA(IN) LENGTH PRESS. VEL(FPS) HW(C) (FT) SUM. FL/FT (PSI) 14.6 1.101 PL 121.00 PF 7.5 4.9 150 FTG 76.0 PE -1.3 0.038 TL 197.00 PV (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.006 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 56.05 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 RATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83118-0204-O.SDF JOB TITLE: WASHINGTON BLDG O - 2 HEAD CALL, PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMS\fASS83118--0204-O.SDF JOB TITLE: WASHINGTON BLDG O - 2 HEAD CALL. � co sx s]. 0 N C6 tY ro v t a� t� am saw N C� S4 v a A v Z A LL m CL a� Cu m u •� U CWq -tea � to N a� ary � s, o 7A 7/7A sa cv o v c --a 0 O O a N M O N Q rI N o a a a o 0 0 0 0 0 o ao ko �r �3LDW 04PGwv,u,prxw--040)-� — Q to I Q1 E U a $1 J b -1 � � a w a 4J 41 w ra Ql c Ea O � •rl O �-s � U 4. (A a) r-I � Q7 Ea 1J � d1 0 O� a tv s~ �4 O a.a Q] � N to 4-) ru fd '� U oy -rl � •� N w 4) m m � m w 4-) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-O.SDF JOB TITLE: WASHINGTON BLDG 0 - 2 HEAD CALL. WATER SUPPLY CURVE 84+ D11111111111111111111111111111111111 1 * <-81.0 psi @ 730 gpm Flow Test Paint 77+ I I I 70+ I I I 63+ I I I P 56+ R I R I S I S 49+ U I R E 42+ � I P I S I I 35+ I I 28X I I I 21+ I 1 14+ LEGEND I " I X = Required Water Supply " 27.16 psi @ 26.6 gpm 7+ I 0 = Available Water Supply I 82.80 psi @ 26.6 gpm „ I " 0++-+---+----+-----+------+---------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW {GPM} SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS *** BLDG 0 *** REMOTE AREA 1 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 --DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 ham' yl6 FiA4 4f R Q Ta � o r CLEARED DOW-- x� .05 gpm/400 sq. ft. 40D sq. ft. 1 sprinklers 20.9 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 20.0 gpm @ 26.2 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-01.SDF JOB TITLE: WASHINGTON BLDG O - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 32.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 32.3 20.0 2 0.0 - - - - 32.3 - - - 3 3.0 - - - - 31.0 - - - 4 3.0 - -- - - 27.0 - - - 5 0.0 - - - - 28.3 - - - 6 0.0 - - - - 28.3 - - - 7 0.0 - - - - 28.0 - - - 8 4.0 - - -- -- 26.2 -- - - 9 10.0 - -- - - 23.3 - - - 10 10.0 -- - - - 22.6 - - - 11 13.0 - - - - 17.1 - - - 12 13.0 -- - - - 17.1 - - - 13 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83\18-0204-01.SDF JOB TITLE: WASHINGTON BLDG 0 - 1 HEAD CALL. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 32.3 (NIA) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 32.3 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 32.3 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 31.0 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 31.0 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 27.0 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 27.0 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 28.3 0.0 0.000 TL 16.00 PV Pipe: 5 20.0 6.900 PL 150.00 PF 0.0 5 0.0 0.0 28.3 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 28.3 0.0 0.000 TL 164.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 28.3 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 28.0 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 28.0 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 26.2 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 26.2 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 23.3 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 23.3 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 22.6 0.0 0.022 TL 35.00 PV Pipe: 10 8.8 1.101 PL 138.00 PF 4.2 10 10.0 0.0 22.6 0.0 3.0 150 FTG 144.0 PE -1.3 11 13.0 0.0 17.1 0.0 0.015 TL 282.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 17.1 0.0 0.0 150 FTG 15.0 PE 0.0 12 13.0 0.0 17.1 0.0 0.000 TL 21.00 PV Pipe: 12 8.8 1.101 PL 15.00 PF 0.4 11 13.0 0.0 17.1 0.0 3.0 150 FTG 13.0 PE 0.0 13 13.0 4.9 16.7 20.0 0.015 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-01.SDF JOB TITLE: WASHINGTON BLDG 0 - 1 HEAD CALL. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) W (PSI) (GPM) FL/FT (PSI) Pipe: 13 11.2 1.101 PL 121.00 PF 4.6 10 10.0 0.0 22.6 0.0 3.8 150 FTG 76.0 PE -1.3 13 13.0 4.9 16.7 20.0 0.023 TL 197.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.007 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 4.2 ft/sec at pipe 9. (4) Items listed in hold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 36.39 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1V A1mChk DPVly N PTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM FILES`HRS SYSTEMSIHASS83118-0204-OI.SDF JOB TITLE: WASHINGTON BLDG 0 - 1 HEAD CALL. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN CGUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0204-01,SDF JOB TITLE: WASHINGTON BLDG G - 1 HEAD CALL. N 00 �i rt R� � w N N 04 q N H A OI [1 Lh •� W N u) rl N a m R. � oo AG R. G4 p, 00 N 0 � � I Q1 a n S � c a c c a a N m 0 LV Q H 0 0 0 a o a m; ri 0 o a o 0 0 � 0 OD r-I thd�t7w aixwcnv�pc�w--R,u�-I�--- 0 a co 0 N N w �4 p o ul iI a 4J r -w +' U) Q} � EE O -H Q JJ U LH V) Q1 � b 4J a) N 41 4) m N r-I Q 0 04 b S'•� 6 8S .Q N � fl3 � U � S4 G m 'ri V) -rl � N 4J r e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-OI.SDF JOB TITLE: WASHINGTON BLDG O - 1 BEAD CALC. WATER SUPPLY CURVE 84+ 01111111111111111�111111111111111111 I * [-81.0 psi @ 730 gpm Flow Test Point 77+ f I f 70+ ! I ! 63+ ! I P 5 6+ R. E f S I S 4 9+ U R R f 42+ � I P I S 1 I 35+ f 1 X 1 28+ I 1 f 21+ I I 14+ LEGEND " r r I X = Required Water Supply " I 32.29 psi @ 20.0 gpm " 7+ rt 1 0 = Available Water Supply it f 82.80 psi @ 20.0 gpm I" 0++-+--4+----+-----+------+--------+--------+----------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG 0 1** REMOTE AREA 1 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 29.4 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG O - AS BUILT-1 .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 35.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 35.8 20.0 2 0.0 - - - - 35.8 -- - --- 3 3.0 - - - - 34.5 - - - 4 3.o -- - - - 30.5 -- - - 5 0.0 - - - - 31.8 - -- - 6 0.0 -- - - -- 31.8 - - - 7 0.0 -- - - - 31.2 - - - 8 4.0 - - - - 29.4 - _ - 9 10.0 - - - -- 26,5 - - 10 10.0 - - - - 25.7 - - - 11 13.0 -- - - - 20.7 - - - 12 13.0 - - -- - 20.7 - - - 13 13.0 --- - -- - 20.7 - - 14 16.0 -- - - - 18.7 - - - 15 16.0 - - - - 18.7 - - -- 16 16.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG 0 - AS BUILT-1 .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 1 HEAD CALC. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 35.8 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 35.8 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 3.00 PF 0.0 2 0.0 0.0 35.8 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 34.5 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 34.5 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 30.5 0.0 Pipe: 4 20.0 6.900 PL 3.00 PF 0.0 4 3.0 0.0 30.5 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 31.8 0.0 0.000 TL 17.00 PV Pipe: 5 20.0 6.900 PL 150.00 PF 0.0 5 0.0 0.0 31.8 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 31.8 0.0 0.000 TL 164.00 PV Pipe: 6 20.0 2.003 PL 150.00 PF 0.6 6 0.0 0.0 31.8 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 31.2 0.0 0.004 TL 164.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 31.2 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 29.4 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 6 4.0 0.0 29.4 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 26.5 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 26.5 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 25.7 0.0 0.022 TL 35.00 PV Pipe: 10 9.6 1,101 PL 129.00 PF 3.8 10 10.0 0.0 25.7 0.0 3.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 20.7 0.0 0.017 TL 218.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 12 13.0 0.0 20.7 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 PL 12.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 13 13.0 0.0 20.7 0.0 0.000 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 - BLDG 0 - AS BUILT-1 .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 1 HEAD CALL. 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 9.6 1.101 PL 11.00 PF 0.7 11 13.0 0.0 20.7 0.0 3.2 150 FTG 27.0 PE -1.3 14 16.0 0.0 18.7 0.0 0.017 TL 38.00 PV Pipe: 14 10.4 1.101 PL 107.00 PF 4.4 10 10.0 0.0 25.7 0.0 3.5 150 FTG 111.0 PE -2.6 14 16.0 0.0 18.7 0.0 0.020 TL 218.00 Pv Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 16.0 0.0 18.7 0.0 0.0 150 FTG 15.0 PE 0.0 15 16.0 0.0 18.7 0.0 0.000 TL 21.00 PV Pipe: 16 20.0 1.101 PL 15.00 PF 2.0 14 16.0 0.0 18.7 0.0 6.7 150 FTG 15.0 PE 0.0 16 16.0 4.9 16.7 20.0 0.068 TL 30.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.002 gpm and a maximum imbalance at any node of 0.037 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 34.47 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019S SYSTEMSIHASS83y18--0204 - PH 2 - BLDG O - AS BUILT-1 .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVIv GatV1v A1mChk DPVly NPTee 1.965 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet [in] E T R K C. L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019S SYSTEMS\HASS83\18-0204 - PH 2 - B£DG 0 - AS BUILT-1 .SD£ JOB TITLE: R£DG O - PH 2 - AS BUILT - I HEAD CALL. a/ 0 ew� ul �§\)2jm \ \$ �S/ _\4 q I§ o IN � \ c � � � _\ o 00 0~ o 0 \ / / / / 2 / ODm v � D« D U m 04 a w n w , , 0 0 / m u / ® R % ® § r & ( � � , 4-J t / 0 0 2 © 0 / © / m W e � a � 2 � W 4.) ; $ m \ $ | 0 � 4 § x g V © / 0 � m � § 2 � t �4 f � vi q o � o 00 0~ o 0 \ / / / / 2 / ODm v � D« D U m 04 a w n w , , 0 0 / m u / ® R % ® § r & ( � � , 4-J t / 0 0 2 © 0 / © / m W e � a � 2 � W 4.) ; $ m \ $ | 0 � 4 § x g V © / 0 � m � § 2 � t �4 f � vi q o � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG O - AS BUILT-1 .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 1 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I 77+ I I I 70+ I I I 63+ I I I P 56+ R I E I S I S 4 9+ U R j E 42+ [ I P � S I 135X ) I I I 28+ I I I 21+ I 14+ LEGEND " I}' I X = Required Water Supply " I 35.82 psi @ 20.0 gpm " 7+ I 0 = Available Water Supply I 82.80 psi @ 20.0 gpm " f " [-81.0 psi @ 730 gpm Flow Test Point 0++-+---+----+-----+---------F--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG 0 *** REMOTE AREA 4 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 54.8 gpm 54.8 gpm (0 gpm Hose STREAM) 54.8 gpm @ 46.3 psi 4.9 CANDI CAUDILLO LA 4UINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019ERS SYSTEMSIHASS83118-0204 - PH 2 - BLDG O - AS BUILT .SDF JOB TITLE: BLDG 0 -- PH 2 - AS BUILT - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL RE¢'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 54.8 56.5 AGGREGATE FLOW ANALYSIS: TOTAL, FLOW AT SOURCE 54.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 56.5 54.8 2 0.0 -- - - - 56.5 - - - 3 3.0 - - -- - 55.2 - - - 4 3.0 - - - -- 51.2 -- - - 5 0.0 - - - - 52.5 - - - 6 0.0 - -- -- - 52.5 - - - 7 0.0 - - - -- 48.6 - - -- 8 4.0 - _ - - 46.3 - - - 9 10.0 - - - - 41.9 - - -- 10 10.0 - - - - 37.0 - -- - 11 13.0 - -- - - 9.2 - - - 12 13.0 K= 4.90 8.5 14.3 13 13.0 K= 4.90 8.3 14.2 14 16.0 - - -- - 8.0 - 15 16.0 K= 4.90 7.3 13.2 16 16.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG O - AS BUILT .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 2 HEAD CALC. 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 54.8 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 56.5 (N/A) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 56.5 0.0 0.000 TL 47.00 PV Pipe: 2 54.7 6.900 PL 3.00 PF 0.0 2 0.0 0.0 56.5 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 55.2 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 55.2 0.0 4.0 psi, 54.7 gpm 4 3.0 0.0 51.2 0.0 Pipe: 4 54.7 6.900 PL 3.00 PF 0.0 4 3.0 0.0 51.2 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 52.5 0.0 0.000 TL 17.00 PV Pipe: 5 54.7 6.900 PL 150.00 PF 0.0 5 0.0 0.0 52.5 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 52.5 0.0 0.000 TL 164.00 PV Pipe: 6 54.7 2.003 PL 150.00 PF 3.9 6 0.0 0.0 52.5 0.0 5.6 150 FTG 14.0 PE 0.0 7 0.0 0.0 48.6 0.0 0.024 TL 164.00 PV Pipe: 7 54.7 1.985 PL 5.00 PF 0.6 7 0.0 0.0 48.6 0.0 5.7 150 FTG 19.0 PE -1.7 S 4.0 0.0 46.3 0.0 0.025 TL 24.00 PV Pipe: 8 54.7 1.394 PL 6.00 PF 1.8 8 4.0 0.0 46.3 0.0 11.5 150 FTG 7.0 PE -2.6 9 10.0 0.0 41.9 0.0 0.139 TL 13.00 PV Pipe: 9 54.7 1.394 PL 13.00 PF 4.9 9 10.0 0.0 41.9 0.0 11.5 150 FTG 22.0 PE 0.0 10 10.0 0.0 37.0 0.0 0.139 TL 35.00 PV Pipe: 10 27.4 1.101 PL 129.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 9.2 0.0 0.121 TL 218.00 PV Pipe: 11 14.3 1.101 PL 6.00 PF 0.7 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 12 13.0 4.9 8.5 14.3 0.037 TL 19.00 PV Pipe: 12 14.2 1.101 PL 12.00 PF 0.9 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 13 13.0 4.9 8.3 14.2 0.036 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019HRS SYSTEMS�HASS83118-0204 - PH 2 - BLDG 0 - AS BUILT .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 2 HEAD CALC. 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 -1.1 1.101 PL 11.00 PF 0.0 11 13.0 0.0 9.2 0.0 0.4 150 FTG 27.0 PE -1.3 14 16.0 0.0 8.0 0.0 0.000 TL 38.00 PV Pipe: 14 27.4 1.101 PL 107.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 111.0 PE -2.6 14 16.0 0.0 8.0 0.0 0.121 TL 218.00 PV Pipe: 15 13.2 1.101 PL 6.00 PF 0.7 14 16.0 0.0 8.0 0.0 4.5 150 FTG 15.0 PE 0.0 15 16.0 4.9 7.3 13.2 0.032 TL 21.00 PV Pipe: 16 13.0 1.101 PL 15.00 PF 0.9 14 16.0 0.0 8.0 0.0 4.4 150 FTG 15.0 PE 0.0 16 16.0 4.9 7.0 13.0 0.031 TL 30.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.012 gpm and a maximum imbalance at any node of 0.179 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe S. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 69.54 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG O - AS BUILT .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 2 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATL: 3/11/2019HRS SYSTEMSIHASS83418-0204 - PH 2 - BLDG 0 - AS BUILT .SDF JOB TITLE: BLDG 0 - PH 2 - AS BUILT - 2 HEAD CALL. U] H a a a ZD co x w E O CO N U H U O N m is OD L7 m � u7 0 Vl u7 n 97 p�j [L ea s-r u p s+ U LLD A r-, .1 um] S, V7 W Ln a, m a o A � U W r N 0 N , Q� _a b C -C O N 0 N 0 m O p 0 0 0 0 0 0 P Cab W N 0 FZC M) (D w u, w w to u] 0 � � -- il, to --I -- w I- 0 4 a � 0 0 OD w v w �4 -) o 4-)LO ::j m i w (V 41 +] a) � N � F' 0 a " 4-1 US � r-1 :> �1 a-1 N � +) Q] rt � 0 a4 a. rt fm� 4J +a � U Qy '� ro m m �s �4 ,� cn EQ a� E DATI: 3/11/2019HRS JOB TITLE: BLDG 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 SYSTEMSIHASS83118-0204 - PH 2 - BLDG 0 - AS BUILT .SDF PH 2 - AS BUILT - 2 HEAD CALL. WATER SUPPLY CURVE 84+ 01111111111�111111111111111111111111 I 77+ I I 1 7 0+ I I I 63+ I I I P 56X R E S I S 4 9+ U 1 R E 1 42+ � 1 P S I 135+ I 1 I 28+ I i 21+ f I 14+ LEGEND " 1 „ ! X = Required Water Supply " 1 56.53 psi @ 54.8 gpm " 7+ 1 0 = Available Water Supply rr I 82.79 psi @ 54.8 gpm " 1 „ [--81.0 psi @ 730 gpm Flow Test Point 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 $00 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS *** BLDG S *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.5 gpm 26.5 gpm (0 gpm Hose STREAM) 26.5 gpm @ 19.6 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5--16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83\18-0204-S.SDF JOB TITLE: WASHINGTON BLDG S - 2 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 26.5 25.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 25.9 26.5 2 0.0 - - - 25.9 - -- - 3 3.0 -- - -- - 24. 6 - -- - 4 3.0 - - - - 20.6 -- - - 5 0.0 - - - - 21.9 - - - 6 0.0 - - - - 21.9 - - -- 7 0.0 - --- - - 21.5 - - - 8 4.0 - - - - 19.6 - - - 9 10.0 - - - - 16.5 - - - 10 10.0 - - - - 15.2 - - - 11 13.0 - - - - 7.6 - - 12 13.0 K= 4.90 7.0 13.0 13 13.0 K= 4.90 7.6 13.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-S.SDF JOB TITLE: WASHINGTON BLDG S - 2 HEAD CALC. 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 26.5 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 25.9 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 25.9 0.0 0.000 TL 47.00 PV Pipe: 2 26.5 6.900 PL 2.00 PF 0.0 2 0.0 0.0 25.9 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 24.6 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 24.6 0.0 4.0 psi, 26.5 gpm 4 3.0 0.0 20.6 0.0 Pipe: 4 26.5 6.900 PL 2.00 PF 0.0 4 3.0 0.0 20.6 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 21.9 0.0 0.000 TL 16.00 PV Pipe: 5 26.5 6.900 PL 120.00 PF 0.0 5 0.0 0.0 21.9 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 21.9 0.0 0.000 TL 134.00 PV Pipe: 6 26.5 2.003 PL 60.00 PF 0.5 6 0.0 0.0 21.9 0.0 2.7 150 FTG 14.0 PE 0.0 7 0.0 0.0 21.5 0.0 0.006 TL 74.00 PV Pipe: 7 26.5 1.985 PL 5.00 PF 0.2 7 0.0 0.0 21.5 0.0 2.8 150 FTG 19.0 PE -1.7 8 4.0 0.0 19.6 0.0 0.007 TL 24.00 PV Pipe: 8 26.5 1.394 PL 6.00 PF 0.5 8 4.0 0.0 19.6 0.0 5.6 150 FTG 7.0 PE -2.6 9 10.0 0.0 16.5 0.0 0.036 TL 13.00 PV Pipe: 9 26.5 1.394 PL 13.00 PF 1.3 9 10.0 0.0 16.5 0.0 5.6 150 FTG 22.0 PE 0.0 10 10.0 0.0 15.2 0.0 0.036 TL 35.00 PV Pipe: 10 12.2 1.101 PL 121.00 PF 6.3 10 10.0 0.0 15.2 0.0 4.1 150 FTG 111.0 PE -1.3 11 13.0 0.0 7.6 0.0 0.027 TL 232.00 PV Pipe: 11 13.0 1.101 PL 6.00 PF 0.6 11 13.0 0.0 7.6 0.0 4.4 150 FTG 13.0 PE 0.0 12 13.0 4.9 7.0 13.0 0.031 TL 19.00 PV Pipe: 12 -0.8 1.101 PL 16.00 PF 0.0 11 13.0 0.0 7.6 0.0 0.3 150 FTG 13.0 PE 0.0 13 13.0 4.9 7.6 13.5 0.000 TL 29.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:IPROGRAM FILES`HRS SYSTEMSIHASS83118-0204-S.SDF JOB TITLE: WASHINGTON BLDG S - 2 HEAD CALC. 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 14.3 1.101 PL 109.00 PF 6.3 10 10.0 0.0 15.2 0.0 4.8 150 FTG 63.0 PE -1.3 13 13.0 4.9 7.6 13.5 0.037 TL 172.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.011 gpm and a maximum imbalance at any node of 0.131 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 57.97 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 6.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-S.SDF JOB TITLE: WASHINGTON BLDG S - 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet tiny E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 5.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E 'T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0204-S,SDE JOB TITLE: WASHINGTON BLDG S - 2 BEAD CAGC. k 04 ` \ \ o ;R G%! ] k �t _ o A j§ \ \ j2 In / /� \§ /\ � o o w m ., w 4 � I w � a _ � § » � \ \ -/ - 0 0 0 o 0 CA 0 o / / / / / 0 _ �D a -1 e« n o m cw& w m m»Q� w - a m w- m o / / . 0 7 § o 0 CA 0 o / / / / / 0 _ �D a -1 e« n o m cw& w m m»Q� w - a m w- m o / / . 0 7 § e« n o m cw& w m m»Q� w - a m w- m o / / . 0 7 § ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83118-0204-S.SDF JOB TITLE: WASHINGTON BLDG S - 2 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I * [-81.0 psi @ 730 gpm f Flow Test Point 77+ I I I 70+ I I I 63+ I I I P 56+ R f E S I S 49+ U 1 R E 42+ ( I P j S 1 I 35+ } I I I 28+ x I I 21+ I ---------------- - 14+ LEGEND rp 1 11 I X = Required Water Supply " I 25.94 psi @ 26.5 gpm 7+ I 0 = Available Water Supply " I 82.80 psi @ 26.5 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG T *** REMOTE AREA 1 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 29.4 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019S SYSTEMSIHASS83\18-0204 - PH 2 - BLDG T - AS BUILT-6 .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 1 HEAD CALC_ WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 35.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 35.6 20.0 2 0.0 - - -- 35.6 - - - 3 3.0 - - - -- 34.3 - - - 4 3.0 - -- - - 30.3 - - - 5 0.0 ---- -- 31.6 -- 6 0.0 - - - - 31.6 - - - 7 0.0 - - - - 31.2 - - - 8 4.0 - - - - 29.4 - - 9 10.0 _ _ _ _ 26.5 _ - 10 10.0 - - - - 25.7 11 13.0 - - - - 20.7 - - - 12 13.0 --- - - - 20.7 - - - 13 13.0 -- - - - 20.7 - - - 14 16.0 - - - - 18.7 - - - 15 16.0 - - -- - 18.7 - - - 16 16.0 K= 4.90 16.7 20.0 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019S SYSTEMSIHASS83\18-0204 - PH 2 - BLDG T - AS BUILT-6 .SDF JOB TITLE: SLDG T - PH 2 - AS BUILT - 1 HEAD CALC. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 35.6 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 35.6 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 3.00 PF 0.0 2 0.0 0.0 35.6 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 34.3 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 34.3 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 30.3 0.0 Pipe: 4 20.0 6.900 PL 3.00 PF 0.0 4 3.0 0.0 30.3 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 31.6 0.0 0.000 TL 17.00 PV Pipe: 5 20.0 6.900 PL 210.00 PF 0.0 5 0.0 0.0 31.6 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.❑ 0.0 31.6 0.0 0.000 TL 224.00 PV Pipe: 6 20.0 2.003 PL 90.00 PF 0.4 6 0.0 0.0 31.6 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 31.2 0.0 0.004 TL 104.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 31.2 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 29.4 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 29.4 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 26.5 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 26.5 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 25.7 0.0 0.022 TL 35.00 PV Pipe: 10 9.6 1.101 PL 129.00 PF 3.8 10 10.0 0.0 25.7 0.0 3.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 20.7 ❑.0 0.01'7 TL 218.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 12 13.0 0.0 20.7 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 PL 12.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 13 13.0 0.0 20.7 0.0 0.000 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019S SYSTEMS�HASS83\18-0204 - PH 2 - BLDG T - AS BUILT-6 .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 1 HEAD CALL. 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 9.6 1.101 PL 11.00 PF 0.7 11 13.0 0.0 20.7 0.0 3.2 150 FTG 27.0 PE -1.3 14 16.0 0.0 18.7 0.0 0.017 TL 38.0❑ PV Pipe: 14 10.4 1.101 PL 107.00 PF 4.4 10 10.0 0.0 25.7 0.0 3.5 150 FTG 111.0 PE -2.6 14 16.0 0.0 18.7 0.0 0.020 TL 218.00 Pv Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 16.0 0.0 18.7 0.0 0.0 150 FTG 15.0 PE 0.0 15 16.0 0.0 18.7 0.0 0.000 TL 21.00 PV Pipe: 16 20.0 1.101 PL 15.00 PF 2.0 14 16.0 0.0 18.7 0.0 6.7 150 FTG 15.0 PE 0.0 16 16.0 4.9 16.7 20.0 0.068 TL 30.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.072 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 34.62 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019S SYSTEMS\HASS83\18-0204 - PH 2 - BLDG T - AS BUILT-6 .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC; 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B I G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet tiny E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 6.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 -- BLDG T - AS BUILT-6 .SDF JOB TITLE; BLDG T - PH 2 - AS BUILT - I HEAD CALL. r-1 � rti a a o m fo mo urno l cv rn N ! � � Ql •rl -rl QI N Z � t"D V�1 'i w a FC Uo AG M LL G[1 U rr cw p � 1 v a H -- D a a� � U W � Q u] o � v r w W u y � N ro v � E+ 0 a •� 0 u u 41 ::S D � � ro ar ro ro � H 0 0 a ro H 0 41 x . v v ro � 0 v � ro m ro � o ro m fu a� w }, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 - BLDG T - AS BUILT-6 .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 1 HEAD CALC. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I * {-81.0 psi @ 730 gpm Flaw Test Point 77+ I I I 70+ I I I 63+ I I I P 56+ R I E S I S 49+ U R E 42+ ( I P S I 135X I I I 28+ I f I 21+ i I 14+ LEGEND " I" I X = Required Water Supply " I 35.60 psi @ 20.0 gpm 7+ 0 = Available Water Supply I 82.80 psi @ 20.0 gpm " 0++-+---+----+-----+------+---------+---------+-----------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG T *** REMOTE AREA 4 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 ..05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 54.7 gpm 54.7 gpm (0 gpm Hose STREAM) 54.7 gpm @ 46.3 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM! HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019HRS SYSTEMSIHASS83\18-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 54.7 55.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 54.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) {GPM) 1 0.0 SOURCE 55.1 54.7 2 0.0 - - -- -- 55.1 - - - 3 3.0 -- - - - 53.8 - - - 4 3.0 - - - - 49.8 -- - - 5 0.0 - - - - 51.1 - - - 6 0.0 - - - - 51.1 - - - 7 0.0 - -- - - 48.6 - - -- 8 4.0 - - -- - 46.3 -- - - 9 10.0 - - - - 41.9 - - - 10 10.0 - - - - 37.0 - - - 11 13.0 - - - - 9.2 - - - 12 13.0 K= 4.90 6.5 14.3 13 13.0 K= 4.90 8.3 14.2 14 16.0 - - - - 8.0 - - - 15 16.0 K= 4.90 7.3 13.2 16 16.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019HRS SYSTEMSIHASS83\18-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 2 HEAD CALC. 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 54.7 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 55.1 (NIA) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 55.1 0.0 0.000 TL 47.00 PV Pipe: 2 54.7 6.900 PL 3.00 PF 0.0 2 0.0 0.0 55.1 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 53.8 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 53.8 0.0 4.0 psi, 54.7 gpm 4 3.0 0.0 49.8 0.0 Pipe: 4 54.7 6.900 PL 3.00 PF 0.0 4 3.0 0.0 49.8 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 51.1 0.0 0.000 TL 17.00 PV Pipe: 5 54.7 6.900 PL 210.00 PF 0.0 5 0.0 0.0 51.1 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 51.1 0.0 0.000 TL 224.00 PV Pipe: 6 54.7 2.003 PL 90.00 PF 2.5 6 0.0 0.0 51.1 0.0 5.6 150 FTG 14.0 PE 0.0 7 0.0 0.0 48.6 0.0 0.024 TL 104.00 PV Pipe: 7 54.7 1.985 PL 5.00 PF 0.6 7 0.0 0.0 48.6 0.0 5.7 150 FTG 19.0 PE -1.7 8 4.0 0.0 46.3 0.0 0.025 TL 24.00 PV Pipe: 8 54.7 1.394 PL 6.00 PF 1.8 8 4.0 0.0 46.3 0.0 11.5 150 FTG 7.0 PE -2.6 9 10.0 0.0 41.9 0.0 0.139 TL 13.00 PV Pipe: 9 54.7 1.394 PL 13.00 PF 4.9 9 10.0 0.0 41.9 0.0 11.5 150 FTG 22.0 PE 0.0 10 10.0 0.0 37.0 0.0 0.139 TL 35.00 PV Pipe: 10 27.4 1.101 PL 129.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 9.2 0.0 0.121 TL 218.00 PV Pipe: 11 14.3 1.101 PL 6.00 PF 0.7 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 12 13.0 4.9 8.5 14.3 0.037 TL 19.00 PV Pipe: 12 14.2 1.101 PL 12.00 PF 0.9 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 13 13.0 4.9 8.3 14.2 0.036 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019HRS SYSTEMS\HASS83`18-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 2 HEAD CALL. 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 -1.1 1.101 PL 11.00 PF 0.0 11 13.0 0.0 9.2 0.0 0.4 150 FTG 27.0 PE -1.3 14 16.0 0.0 8.0 0.0 0.000 TL 38.00 PV Pipe: 14 27.4 1,101 PL 107.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 111.0 PE -2.6 14 16.0 0.0 8.0 0.0 0.121 TL 216.00 PV Pipe: 15 13.2 1.101 PL 6.00 PF 0.7 14 16.0 0.0 8.0 0.0 4.5 150 FTG 15.0 PE 0.0 15 16.0 4.9 7.3 13.2 0.032 TL 21.00 PV Pipe: 16 13.0 1.101 PL 15.00 PF 0.9 14 16.0 0.0 8.0 0.0 4.4 150 FTG 15.0 PE 0.0 16 16.0 4.9 7.0 13.0 0.031 TL 30.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.056 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 70.70 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019HRS SYSTEMS\HASS83118-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 -- AS BUILT - 2 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B. G A D N E11 Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 2 HEAD CALL. cr V] � y 4) ON Q V d ai v ern S7 rJ 14 LIJ O a 3 m q v�i d m a a �+ a °4 V d U � t � � V i n 0 C p d C - C d O N m 0 cv 0 o d C O d 0 0 0 Q CAD 1p v N to - 1 o � i d VD 7) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG T - AS BUILT .SDF JOB TITLE: BLDG T - PH 2 - AS BUILT - 2 HEAD CALC. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 psi @ 730 gpm + Flow Test Point 77+ I I 70+ I 1 I 63+ I P 1 I 56+ R X E I s I S 49+ U I R I E I 42+ P I S I ] 35+ I I 28+ r I I 21+ I I 14+ LEGEND ^„ I X = Required Water Supply ' I 55.11 psi @ 54.7 gpm 7+ I 0 = Available Water Supply " I I 82.79 psi @ 54.7 gpm , 0++-+---+----+-----+- ------+-------- 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS *** BLDG T *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 26.2 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMS`HASS83118-0204-T1.SDF JOB TITLE: WASHINGTON BLDG T - 1 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 32.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 32.4 20.0 2 0.0 - - - -- 32.4 - -- - 3 3.0 - - - - 31.1 - - - 4 3.0 - - -- - 27.1 - - - 5 0.0 - - - - 28.4 - - - 6 0.0 --- - - - 28,4 - - - 7 0.0 - - - - 28.0 - - - 8 4.0 - - - - 26.2 - - 9 10.0 - - - - 23.3 - - - 10 10.0 - - - - 22.6 - -- - 11 13.0 - - - - 17.1 - - - 12 13.0 - - - - 17.1 - - - 13 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0204-TI.SDF JOB TITLE: WASHINGTON BLDG T - 1 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SLIM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 20.0 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 32.4 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 32.4 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 32.4 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 31.1 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 31.1 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 27.1 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 27.1 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 28.4 0.0 0.000 TL 16.00 PV Pipe: 5 20.0 6.900 PL 210.00 PF 0.0 5 0.0 0.0 28.4 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 28.4 0.0 0.000 TL 224.00 PV Pipe: 6 20.0 2.003 PL 90.00 PF 0.4 6 0.0 0.0 28.4 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 28.0 0.0 0.004 TL 104.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 28.0 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 26.2 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 26.2 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 23.3 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 23.3 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 22.6 0.0 0.022 TL 35.00 PV Pipe: 10 8.8 1.101 PL 138.00 PF 4.2 10 10.0 0.0 22.6 0.0 3.0 150 FTG 144.0 PE -1.3 11 13.0 0.0 17.1 0.0 0.015 TL 282.00 PV Pipe; 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 17.1 0.0 0.0 150 FTG 15.0 PE 0.0 12 13.0 0.0 17.1 0.0 0.000 TL 21.00 PV Pipe: 12 8.8 1.101 PL 15.00 PF 0.4 11 13.0 0.0 17.1 0.0 3.0 150 FTG 13.0 PE 0.0 13 13.0 4.9 16.7 20.0 0.015 TL 28.00 PV SPRINKLER SYSTEM! HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS\HASS83118-0204-Tl.SDF JOB TITLE: WASHINGTON BLDG T - 1 HEAD CALC. 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 11.2 1.101 PL 121.00 PF 4.6 10 10.0 0.0 22.6 0.0 3.8 150 FTG 76.0 PE -1.3 13 13.0 4.9 16.7 20.0 0,023 TL 197.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.007 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 4.2 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 36.30 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM! FILES\HRS SYSTEMSIHASS83118-0204-T1.SDF JOB TITLE: WASHINGTON BLDG T - 1 HEAD CALC. PAGE.: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 5.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:\PROGRAM FILES\EES SYSTEMS\HASS83\18-0204-Tl.SDE JOB TITLE: WASHINGTON BLDG 2 - l BEAD CALC. � � / n k :3% ®/: « / /� /�� ) °- §® o .. 0Q]#- � ea �� kS2 j3 u/ \/ // a §� , 3 2 77 � � § w m o t 0 � � i 0 � [ � § / � 0 / -.$ e 0 / o o 0 o Q 0 2 / o w _ w R 04bem m$ewIf) rkw 0 0 00 0 r- e 3 u / R w { t � § e / o Q 4 t ] � � § dl H W 0 t co 0 co a 4 / ° R a o e - /d : � ) c ® m 2 �4 Q 2 a 2 $ � 2 � k % c SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-T1.SDF JOB TITLE: WASHIVGTON BLDG T - 1 HEAD CALL. WATER SUPPLY CURVE P R E S S U R E P S T 84+ 011111111111111111111111111111111111 1 77+ I I I 70+ I I I 63+ I I I 56+ I I 49+ I I I 42+ I I I 35+ X I 28+ I I I 21+ I I 14+ LEGEND " IT� I x = Required Water Supply " I 32.40 psi @ 20.0 gpm " 7+ 1 0 = Available Water Supply " I 82.80 psi @ 20.0 gpm " [-81.0 psi @ 730 gpm Flow Test Point D++-+---+----+------+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS *** BLDG T *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.6 gpm TOTAL WATER REQUIRED (including hose): 26.6 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): 26.6 gpm @ 20.8 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGNILAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 92.9psi-(10%82.8 PSI) RESIDUAL: 81 psi FLOW: 730 gpm WATER DEPARTMENT: COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0204-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 R1.0 730.0 82.8 26.6 27.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 27.3 26.6 2 0.0 - - - -- 27.3 - - - 3 3.0 - ---- 26.0 -- 4 3.0 - - - - 22.0 -- - - 5 0.0 - - - - 23.3 - -- - 6 0.0 - - - - 23.3 - - - 7 0.0 - - - - 22.7 - - - 8 4.0 - - - - 20.8 - -- - 9 10.0 -- -- - - 17.7 - - - 10 10.0 - - - - 16.5 - - 11 13.0 - - - - 7.7 - - 12 13.0 K= 4.90 7.0 13.0 13 13.0 K= 4.90 7.7 13.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83\18-0204-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALC. 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 26.6 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 27.3 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 27.3 0.0 0.000 TL 47.00 PV Pipe: 2 26.6 6.900 PL 2.00 PF 0.0 2 0.0 0.0 27.3 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 26.0 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 26.0 0.0 4.0 psi, 26.6 gpm 4 3.0 0.0 22.0 0.0 Pipe: 4 26.6 6.900 PL 2.00 PF 0.0 4 3.0 0.0 22.0 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 23.3 0.0 0.000 TL 16.00 PV pipe: 5 26.6 6.900 PL 210.00 PF 0.0 5 0.0 0.0 23.3 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 23.3 0.0 0.000 TL 224.00 PV Pipe: 6 26.6 2.003 PL 90.00 PF 0.6 6 0.0 0.0 23.3 0.0 2.7 150 FTG 14.0 PE 0.0 7 0.0 0.0 22.7 0.0 0.006 TL 104.00 PV Pipe: 7 26.6 1.985 PL 5.00 PF 0.2 7 0.0 0.0 22.7 0.0 2.8 150 FTG 19.0 PE -1.7 8 4.0 0.0 20.8 0.0 0.007 TL 24.00 PV Pipe: 8 26.6 1.394 PL 6.00 PF 0.5 8 4.0 0.0 20.8 0.0 5.6 150 FTG 7.0 PE -2.6 9 10.0 0.0 17.7 0.0 0.037 TL 13.00 PV Pipe: 9 26.6 1.394 PL 13.00 PF 1.3 9 10.0 0.0 17.7 0.0 5.6 150 FTG 22.0 PE 0.0 10 10.0 0.0 16.5 0.0 0.037 TL 35.00 PV Pipe: 10 12.0 1.101 PL 138.00 PF 7.5 10 10.0 0.0 16.5 0.0 4.0 150 FTG 144.0 PE -1.3 11 13.0 0.0 7.7 0.0 0.026 TL 282.00 PV Pipe: 11 13.0 1.101 PL 6.00 PF 0.6 11 13.0 0.0 7.7 0.0 4.4 150 FTG 15.0 PE 0.0 12 13.0 4.9 7.0 13.0 0.031 TL 21.00 PV Pipe: 12 -1.0 1.101 PL 15.00 PF 0.0 11 13.0 0.0 7.7 0.0 0.3 150 FTG 13.0 PE 0.0 13 13.0 4.9 7.7 13.6 0.000 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMSIHASS83118-0204-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALL. 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 14.6 1.101 PL 121.00 PF 7.5 10 10.0 0.0 16.5 0.0 4.9 130 FTG 76.0 PE -1.3 13 13.0 4.9 7.7 13.6 0.038 TL 197.00 PV NOTES (HASS)-. (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.006 gpm and a maximum imbalance at any node of 0.069 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 55.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 4 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0209-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR--L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83\18-0204-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALC. � a U O � t4 �4 O to a G A, p : m A CL 41 04 � U � a � N p N 0) �rl Q O co N C )D - q �f U 4 co v O C) C O N M O N O tD r-I O O v co O ri N 0Q❑cnw acGwmc*::)0xN--CLm-11-, P O O � 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 6 DATE: 9/27/2018 C:`PROGRAM FILESIHRS SYSTEMS\HASS83r18-0204-T.SDF JOB TITLE: WASHINGTON BLDG T - 2 HEAD CALL, WATER SUPPLY CURVE E S S U R. E { P S I } 84+ orrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�r * [-81.0 psi @ 730 gpm Flow Test Point 77+ ! I I 70+ I ! 63+ I I I P 56+ R I I ! 4 9+ I I 1 42+ ! I 35+ 1 I I 28X 1 I I 21+ 1 I 14+ LEGEND rr ! X = Required Water Supply it I 27.35 psi @ 26.6 gpm 7+ ! 0 = Available Water Supply " I 82.80 psi @ 26.6 gpm I 0++-----+----+-----+------+-------- 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE CIG-682025 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS *** BLDG S *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 �stp�$tDE G04, lz d oc 1"" � 41"A a M .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): 20.0 gpm @ 25.5 psi SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS`HASS83118-0204-S1.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 31.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 31.6 20.0 2 0.0 -- -- - - 31.6 - - -- 3 3.0 -- - - - 30.3 - - - 4 3.0 _ _ _ - 26.3 - - - 5 0.0 - - - - 27.6 6 0.0 - - - - 27.6 - -- - 7 0.0 - - - - 27.4 - - - 8 4.0 - - - - 25.5 - - - 9 10.0 - - - - 22.7 - - - 10 10.0 -- 21.9 - - - 11 13.0 - - - - 17.1 - - - 12 13.0 - - - -- 17.1 - - - 13 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMS1HASS83`16-0204-31.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALL. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 31.6 (NSA) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 31.6 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 31.6 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 30.3 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 30.3 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 26.3 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 26.3 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 27.6 0.0 0.000 TL 16.00 PV Pipe: 5 20.0 6.900 PL 120.00 PF 0.0 5 0.0 0.0 27.6 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 27.6 0.0 0.000 TL 134.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 27.6 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 27.4 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 27.4 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 25.5 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 25.5 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 22.7 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 22.7 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 21.9 0.0 0.022 TL 35.00 PV Pipe: 10 8.9 1.101 PL 121.00 PF 3.5 10 10.0 0.0 21.9 0.0 3.0 150 FTG 111.0 PE -1.3 11 13.0 0.0 17.1 0.0 0.015 TL 232.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 17.1 0.0 0.0 150 FTG 13.0 PE 0.0 12 13.0 0.0 17.1 0.0 0.000 TL 19.00 PV Pipe: 12 8.9 1.101 PL 16.00 PF 0.4 11 13.0 0.0 17.1 0.0 3.0 150 FTG 13.0 PE 0.0 13 13.0 4.9 16.7 20.0 0.015 TL 29.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM! FILESIHRS SYSTEMSIHASS83118-0204-S1.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALL. 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 11.1 1.101 PL 109.00 PF 4.0 10 10.0 0.0 21.9 0.0 3.7 150 FTG 63.0 PE -1.3 13 13.0 4.9 16.7 20.0 0.023 TL 172.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 36071930 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 ❑f 0.007 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 4.2 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 36.89 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.❑03 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83118-0204-S1.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALL. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG E145 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page S DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMSIHASS83118-0204-S1.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALC. m H a a w as c.s ❑' �4 i III Q, U o ua b O r, an o w o G u M u ko01 1 ��zryry �a mar s� to '� a as � a a ad) U La N D � U] N ac D, D ki c or 0 0 0 N fr? a N Q 4a 0 o O a p O d o � r-F N 0FC rD L5 W a, QG W 0 M CG W i]. N •r1 - a a OD O 1p v E o a � " 4J aV 4-J 41 03 ro N C E-A O 41 O � S4 U 44 0 'O v z ra Q1 Ul � rl O D CL rt c a k .3 O1 U S4 m m v a (} 4) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMSIHASS83118-0204-S1.SDF JOB TITLE: WASHINGTON BLDG S - 1 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 1 * <--81.0 psi @ 730 gpm I Flow Test Point 77+ 1 I 1 7 0+ I I 6 3+, I I I P 56+ R E j S I S 49+ U R I E I 42+ I I P S I 135+ i I X 1 28+ I I I 21+ I I 14+ LEGEND I 'r I X = Required Water Supply I 31.65 psi @ 20.0 gpm " 7+ r+ I 0 = Available Water Supply " + 82.80 psi @ 20.0 gpm I " 0++-+---+----+-----+------+--------+---------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR r �a4r 4 G6 OF 7ye WASHINGTON STREET APARTMENTS *** BLDG R REMOTE AREA 4 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 58.9 gpm TOTAL WATER REQUIRED (including hose): 58.9 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 58.9 gpm @ 62.7 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/27/2016 C:IPROGRAM FILES\HRS SYSTEMSIHASS83118-0204-R.SDF JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL, REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 58.9 71.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 58.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.1 58.9 2 0.0 - - - - 71.1 -- - - 3 3.0 _ - - - 69.8 - - -- 4 3.0 - - -- -- 65.8 - - -- 5 0.0 - _ _ _ 67.1 - - - 6 0.0 - - - - 67.1 -- - 7 0.0 -- - - - 65.1 - - - 8 4.0 - - - - 62.7 - -- - 9 10.0 - - - 58.0 - - - 10 10.0 - - - - 52.4 - - - 11 16.0 - - - - 10.9 - - - 12 16.0 K= 4.90 10.1 15.6 13 16.0 K= 4.90 12.2 17.1 14 13.0 - 7.9 - - - 15 13.0 K= 4.90 7.3 13.3 16 13.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILES`HRS SYSTEMS\HASS83118-0204-R.SDF JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALC. 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 58.9 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 71.1 (N/A) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 71.1 0.0 0.000 TL 47.00 PV Pipe: 2 59.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 71.1 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 69.8 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 69.8 0.0 4.0 psi, 59.0 gpm 4 3.0 0.0 65.8 0.0 Pipe: 4 59.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 65.8 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 67.1 0.0 0.000 TL 16.00 PV Pipe: 5 59.0 6.900 PL 120.00 PF 0.0 5 0.0 0.0 67.1 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 67.1 0.0 0.000 TL 134.00 PV Pipe: 6 59.0 2.003 PL 60.00 PF 2.0 6 0.0 0.0 67.1 0.0 6.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 65.1 0.0 0.027 TL 74.00 PV Pipe. 7 59.0 1.985 PL 5.00 PF 0.7 7 0.0 0.0 65.1 0.0 6.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 62.7 0.0 0.028 TL 24.00 PV Pipe: 8 59.0 1.394 PL 6.00 PF 2.1 8 4.0 0.0 62.7 0.0 12.4 150 FTG 7.0 PE -2.6 9 10.0 0.0 58.0 0.0 0.159 TL 13.00 PV Pipe: 9 59.0 1.394 PL 13.00 PF 5.6 9 10.0 0.0 58.0 0.0 12.4 150 FTG 22.0 PE 0.0 10 10.0 0.0 52.4 0.0 0.159 TL 35.00 PV Pipe: 10 25.7 1.101 PL 157.00 PF 38.9 10 10.0 0.0 52.4 0.0 8.7 150 FTG 202.0 PE -2.6 11 16.0 0.0 10.9 0.0 0.108 TL 359.00 PV Pipe: 11 15.6 1.101 PIS 6.00 PF 0.8 11 16.0 0.0 10.9 0.0 5.2 150 FTG 13.0 PE 0.0 12 16.0 4.9 10.1 15.6 0.043 TL 19.00 PV Pipe: 12 33.2 1.101 PL 133.00 PF 37.6 10 10.0 0.0 52.4 0.0 11.2 150 FTG 83.0 PE -2.6 13 16.0 4.9 12.2 17.1 0.174 TL 216.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMSIHASS83\18-0204-R.SDF JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALL. 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 16.1 1.101 PL 16.00 PF 1.3 13 16.0 4.9 12.2 17.1 5.4 150 FTG 13.0 PE 0.0 11 16.0 0.0 10.9 0.0 0.046 TL 29.00 PV Pipe: 14 26.3 1.101 PL 11.00 PF 4.3 11 16.0 0.0 10.9 0.0 8.8 150 FTG 27.0 PE 1.3 14 13.0 0.0 7.9 0.0 0.113 TL 38.00 PV Pipe: 15 13.3 1.101 PL 6.00 PF 0.6 14 13.0 0.0 7.9 0.0 4.5 150 FTG 13.0 PE 0.0 15 13.0 4.9 7.3 13.3 0.032 TL 19.00 PV Pipe: 16 13.0 1.101 PL 14.00 PF 0.9 14 13.0 0.0 7.9 0.0 4.4 150 FTG 15.0 PE 0.0 16 13.0 4.9 7.0 13.0 0.031 TL 29.00 Pv NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.011 gpm and a maximum imbalance at any node of 0.162 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.4 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 64.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMMASS83\18-0204-R.SDF JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS\HASS83118-0204-R.SDF JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALC. r-I N y m i � N 1 07 �'n U o 0 N ❑i N m Itl Lo 04 c� LI NJ q CL 3 O Q H a - s+ m � •� V �11 u} V � 1 1 �i a d C -c M 0 N a r� tV 0 0 0 0 0 0 a o 0 0 C) U7 lO C+ N r-•I 0 0 m 0 N D ;v SPRINKLER SYSTEM HYDRAULIC DATE: 9/27/2018 C:IPROGRAM FILESIHRS JOB TITLE: WASHINGTON BLDG R - 4 HEAD CALL. ANALYSIS Page 6 SYSTEMSIHASS83i18-0204-R.SDF WATER SUPPLY CURVE 84+ a11111111111111111111111111111111111 * [-81.0 psi @ 730 gpm Flow Test Point 77+ f x 70+ I I I 63+ I I I P 56+ R f � I s � S 49+ U 1 R E 1 42+ P S 1 135+ I I I 28+ I I i 21+ I I 14+ LEGEND " I, X = Required Water Supply " 71.12 psi @ 58.9 gpm " 7+ 1 0 = Available Water Supply " I 82.78 psi @ 58.9 gpm " I, 0++-+---+----+------+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) I SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG S *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3--11-a9 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): 20.0 gpm @ 29.4 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ"D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPI) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 35.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 35.5 20.0 2 0.0 - - - - 35.5 - - - 3 3.0 - - - - 34.2 - - - 4 3.0 - - - - 30.2 - - - 5 0.0 - - - - 31.5 - - 6 0.0 - - - 31.5 - -- - 7 0.0 - - - - 31.2 - - - 8 4.0 - - - - 29.4 - - - 9 10.0 -- - - - 26.5 10 10.0 - - -- - 25.7 - - - 11 13.0 - - - - 20.7 - - - 12 13.0 - - - - 20.7 - - - 13 13.0 - - -- - 20.7 - - - 14 16.0 - - - - 18.7 - - - 15 16.0 - - - - 18.7 - - - 16 16.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - I HEAD CALC. 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 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 35.5 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 35.5 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 3.00 PF 0.0 2 0.0 0.0 35.5 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 34.2 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 34.2 0.0 4.0 psi; 20.0 gpm 4 3.0 0.0 30.2 0.0 Pipe: 4 20.0 6.900 PL 3.00 PF 0.0 4 3.0 0.0 30.2 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 31.5 0.0 0.000 TL 17.00 PV Pipe: 5 20.0 6.900 PL 120.00 PF 0.0 5 0.0 0.0 31.5 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 31.5 0.0 0.000 TL 134.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 31.5 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 31.2 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 31.2 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 29.4 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 29.4 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 26.5 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 26.5 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 25.7 0.0 0.022 TL 35.00 PV Pipe: 10 9.6 1.101 PL 129.00 PF 3.8 10 10.0 0.0 25.7 0.0 3.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 20.7 0.0 0.017 TL 218.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 12 13.0 0.0 20.7 0.0 0.000 TL 19,00 PV Pipe: 12 0.0 1.101 PL 12.00 PF 0.0 11 13.0 0.0 20.7 0.0 0.0 150 FTG 13.0 PE 0.0 13 13.0 0.0 20.7 0.0 0.000 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 1 HEAD CALC. 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 9.6 1.101 PL 11.00 PF 0.7 11 13.0 0.0 20.7 0.0 3.2 150 FTG 27.0 PE -1.3 14 16.0 0.0 18.7 0.0 0.017 TL 38.00 PV Pipe: 14 10.4 1.101 PL 107.00 PF 4.4 10 10.0 0.0 25.7 0.0 3.5 150 FTG 111.0 PE -2.6 14 16.0 0.0 18.7 0.0 0.020 TL 218.00 PV Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 16.0 0.0 18.7 0.0 0.0 150 FTG 15.0 PE 0.0 15 16.0 0.0 18.7 0.0 0.000 TL 21.00 PV Pipe: 16 20.0 1.101 PL 15.00 PF 2.0 14 16.0 0.0 18.7 0.0 6.7 150 FTG 15.0 PE 0.0 16 16.0 4.9 16.7 20.0 0.068 TL 30.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NF2A13 (2016) under license no. 38071930 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 0.007 gpm and a maximum imbalance at any node of 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 34.70 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/20195 SYSTEMS\HASS83\18-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 1 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019S SYSTEMS\HASS83118-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - Z HEAD CALL. 2a O i4 (v V d :1 C � C;, CL w it V° _ a a m a � 0 z I� U co � >1 � x m 0. � s-1 rb � In Eo d) �i IL 0 1 N -I m U '-I ro ] c cc a C c r C c n C U r a a v o a a 0 0 0 C; o a '� 0 00 ko c��w arxwu�rr�=> - 0 a a v o a a 0 0 0 C; o a '� 0 00 ko c��w arxwu�rr�=> - 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/20195 SYSTEMSIHASS83118-0204 - PH 2 - BLDG S - AS BUILT-5 .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 1 HEAD CALL. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I * <--81.0 psi @ 730 gpm 1 Flow Test Paint 77+ I I I 70+ I I I 63+ I f I P 56+ R I E S + S 49+ U I R 1 E 1 42+ [ I P j s I I 35X ) I I f 28+ I I 21+ I I 14+ LEGEND " I I X = Required Water Supply " 1 35.48 psi @ 20.0 gpm " 7+ 1 0 = Available Water Supply " I 82.80 psi @ 20.0 gpm " f' 0++-+---+----+-----+------+---------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG S *** REMOTE AREA 4 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 54.7 gpm 54.7 gpm (0 gpm Hose STREAM) 54.7 gpm @ 46.3 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2019HRS SYSTEMS`HASS83\18-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL RE¢'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 54.7 54.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 54.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.4 54.7 2 0.0 -- - -- - 54.4 -- - - 3 3.0 - - - - 53.1 - - - 4 3.0 -- - -- - 49.1 - - - 5 0.0 - - - - 50.4 - - -- 6 0.0 -- - - - 50.4 - - - 7 0.0 - - -- - 48.6 -- - - 8 4.0 - - - - 46.3 - - 9 10.0 - - - - 41.9 - - - 10 10.0 - - - - 37.0 - - - 11 13.0 -- - - - 9.2 - - - 12 13.0 K= 4.90 8.5 14.3 13 13.0 K= 4.90 8.3 14.2 14 16.0 - - _ - 8.0 - - 15 16.0 K= 4.90 7.3 13.2 16 16.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALL. 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 54.7 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 54.4 (N/A) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 54.4 0.0 0.000 TL 47.00 PV Pipe: 2 54.7 6.900 PL 3.00 PF 0.0 2 0.0 0.0 54.4 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 53.1 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 53.1 0.0 4.0 psi, 54.7 gpm 4 3.0 0.0 49.1 0.0 Pipe: 4 54.7 6.900 PL 3.00 PF 0.0 4 3.0 0.0 49.1 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 50.4 0.0 0.000 TL 17.00 PV Pipe: 5 54.7 6.900 PL 120.00 PF 0.0 5 0.0 0.0 50.4 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 50.4 0.0 0.000 TL 134.00 PV Pipe: 6 54.7 2.003 PL 60.00 PF 1.8 6 0.0 0.0 50.4 0.0 5.6 150 FTG 14.0 PE 0.0 7 0.0 0.0 48.6 0.0 0.024 TL 74.00 PV Pipe: 7 54.7 1.985 PL 5.00 PF 0.6 7 0.0 0.0 48.6 0.0 5.7 150 FTG 19.0 PE -1.7 8 4.0 0.0 46.3 0.0 0.025 TL 24.00 PV Pipe: 8 54.7 1.394 PL 6.00 PF 1.8 8 4.0 0.0 46.3 0.0 11.5 150 FTG 7.0 PE -2.6 9 10.0 0.0 41.9 0.0 0.139 TL 13.00 PV Pipe: 9 54.7 1.394 PL 13.00 PF 4.9 9 10.0 0.0 41.9 0.0 11.5 150 FTG 22.0 PE 0.0 10 10.0 0.0 37.0 0.0 0.139 TL 35.00 PV Pipe: 10 27.4 1,101 PL 129.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 89.0 PE -1.3 11 13.0 0.0 9.2 0.0 0.121 TL 218.00 PV Pipe: 11 14.3 1.101 PL 6.00 PF 0.7 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 12 13.0 4.9 8.5 14.3 0.037 TL 19.00 PV Pipe: 12 14.2 1.101 PL 12.00 PF 0.9 11 13.0 0.0 9.2 0.0 4.8 150 FTG 13.0 PE 0.0 13 13.0 4.9 8.3 14.2 0.036 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019HRS SYSTEMSIHASS83y18-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALC. 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 -1.1 1.101 PL 11.00 PF 0.0 11 13.0 0.0 9.2 0.0 0.4 150 FTG 27.0 PE -1.3 14 16.0 0.0 8.0 0.0 0.000 TL 38.00 PV Pipe: 14 27.4 1.101 PL 107.00 PF 26.5 10 10.0 0.0 37.0 0.0 9.2 150 FTG 111.0 PE -2.6 14 16.0 0.0 8.0 0.0 0.121 TL 218.00 PV Pipe: 15 13.2 1.101 PL 6.00 PF 0.7 14 16.0 0.0 8.0 0.0 4.5 150 FTG 15.0 PE 0.0 15 16.0 4.9 7.3 13.2 0.032 TL 21.00 PV Pipe: 16 13.0 1.101 PL 15.00 PF 0.9 14 16.0 0.0 8.0 0.0 4.4 150 FTG 15.0 PE 0.0 16 16.0 4.9 7.0 13.0 0.031 TL 30.00 PV NOTES (HASS); (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 71.31 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALC. PAGE: * MATERIAL: 340 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVIv GatV1v A1mChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019HRS SYSTEMSIHASS83j18-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALC. O C6 (V U � 5 a 1 � N U r r N � on 0 QS u7 0 LO N u-y � m a 3 , m .� p C] 'o - rUI 44 N Utn 0m rl W m a n 0, w � a � U u c i N U] c p c - C zl G n 0 CN 0 w o v v o 0 0 0 o a O co w N r-I c7r�❑t7w waGwv�rrarxw--p,rn-�- m [- o b+ o '� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG S - AS BUILT .SDF JOB TITLE: BLDG S - PH 2 - AS BUILT - 2 HEAD CALC. WATER SUPPLY CURVE 84+ �11111111111111111111111111111111111 * C-81.0 psi @ 730 gpm Flow Test Point 77+ I I I 70+ I I I 63+ I I I P 5 6+ R X E S S 4 9+ U R I E 42+ P I S I 35+ f 1 I I 28+ I I 21+ I t 14+ LEGEND " I X = Required Water Supply " I 54.39 psi @ 54.7 gpm " 7+ 1 0 = Available Water Supply " I 82.79 psi @ 54.7 gpm I 0++-+---+,---+-----+---------------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS ¢`' 4F°`orrHE-," t o S FOR q �` x m WASHINGTON STREET APARTMENTS oa��F'9REo Y *** BLDG R *** _ REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 9-27-18 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft . 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 31.7 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 81 psi 730 gpm COACHELLA WATER DIST. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page I DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS\HASS83118-0204-R1.SDF JOB TITLE: WASHINGTON BLDG R - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 37.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 37.8 2D.0 2 0.0 - - - - 37.8 - - - 3 3.0 -- - - -- 36.5 - - - 4 3.0 - - - - 32.5 - - - 5 0.0 - -- - -- 33.8 - - - 6 0.0 - - - - 33.8 - - - 7 0.0 - - - - 33.5 - - - 8 4.0 - - - - 31.7 - - - 9 10.0 - - - - 28.8 - - - 10 10.0 - - - - 28.1 - - - 11 16.0 - - - -- 19.9 - - - 12 16.0 - - - - 19.9 - - - 13 16.0 - - - -- 20.6 - - 14 13.0 - - --- -- 18.6 - - - 15 13.0 - - - - 18.6 - - - 16 13.0 K= 4.90 16.7 20.0 SPRINYLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMS\HASS83118-0204-R1.SDF JOB TITLE: WASHINGTON BLDG R - 1 HEAD CALL. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 20.0 6.900 PL 40.00 PF 0.0 1 0.0 SRCE 37.8 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 37.8 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 2.00 PF 0.0 2 0.0 0.0 37.8 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 36.5 0.0 0.000 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 36.5 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 32.5 0.0 Pipe: 4 20.0 6.900 PL 2.00 PF 0.0 4 3.0 0.0 32.5 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 33.8 0.0 O.D00 TL 16.00 PV Pipe: 5 20.0 6.900 PL 120.00 PF 0.0 5 0.0 0.0 33.8 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 33.8 0.0 0.000 TL 134.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 33.8 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 33.5 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 33.5 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 31.7 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 31.7 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 28.8 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 28.8 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 28.1 0.0 0.022 TL 35.00 PV Pipe: 10 9.0 1.101 PL 157.00 PF 5.5 10 10.0 0.0 28.1 0.0 3.0 150 FTG 202.0 PE -2.6 11 16.0 0.0 19.9 0.0 0.015 TL 359.00 PV Pipe: 11 0.0 1.101 PL 6.00 PF 0.0 11 16.0 0.0 19.9 0.0 0.0 150 FTG 13.0 PE 0.0 12 16.0 0.0 19.9 0.0 0.000 TL 19.00 PV Pipe: 12 11.0 1.101 PL 133.00 PF 4.9 10 10.0 0.0 28.1 0.0 3.7 150 FTG 83.0 PE -2.6 13 16.0 0.0 20.6 0.0 0.023 TL 216.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2018 C:\PROGRAM FILESIHRS SYSTEMSIHASS83118-0204-RI.SDF JOB TITLE: WASHINGTON BLDG R - 1 HEAD CALL. 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 11.0 1.101 PL 16.00 PF 0.7 13 16.0 0.0 20.6 0.0 3.7 150 FTG 13.0 PE 0.0 11 16.0 0.0 19.9 0.0 ❑,023 TL 29.00 PV Pipe: 14 20.0 1.101 PL 11.00 PF 2.6 11 16.0 0.0 19.9 0.0 6.7 150 FTG 27.0 PE 1.3 14 13.0 0.0 18.6 0.0 0.068 TL 38.00 Pv Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 13.0 0.0 18.6 0.0 0.0 150 FTG 13.0 PE 0.0 15 13.0 0.0 18.6 0.0 0.000 TL 19.00 PV Pipe: 16 20.0 1.101 PL 14.00 PF 2.0 14 13.0 0.0 18.6 0.0 6.7 150 FTG 15.0 PE 0.0 16 13.0 4.9 16.7 20.0 0.068 TL 29.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.012 gpm and a maximum imbalance at any node of 0.178 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 16, (4) Items listed in bola print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 32.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/27/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18--0204-R1.SDF JOB TITLE: WASHINGTON BLDG R - 1 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkVly BfyV1v GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.56 8.58 8.58 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/27/2018 C:IPROGRAM FILES\HRS SYSTEMSIHASS83\18-0204-RI.SDF JOB TITLE: WASHINGTON BLDG R - I HEAD CALL. v w� �Q a] C N 4 [� � N EnCN Q. 01 •rl •N 01 E� i i Ccl —1C - 4 cm N a � 00 o 7A v A m f m N a CL 0 _ OD cr rl rt to c a c c d C N [*1 0 d' N 0 - to TA W C- 0 a 0 0 0 0 4 0 0 0 0 0 0 CD ao w v ry i I TA W C- 0 a 0 0 0 0 4 0 0 0 0 0 0 CD ao w v ry i I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/27/2018 C:IPROGRAM FILESIHRS SYSTEMS\HASS83118-0204-R1.SDF JOB TITLE: WASHINGTON BLDG R - 1 HEAD CALC. WATER SUPPLY CURVE 84+ 011111111111111111111111111111111111 I * [-81,0 psi @ 730 gpm I Flow Test Point 77+ I I I 70+ I I I 63+ I I I P 5 6+ R I E I S 1 S 4 9+ U 1 R E 1 42+ � I E x s 1 1 35+ ) I I I 28+ I I I 21+ I I -------------- - - - 14+ LEGEND " IFF I X = Required Water Supply " 1 37.79 psi @ 20.0 gpm it 7+ ** 1 0 = Available Water Supply " I 82.80 psi @ 20.0 gpm " ITT 0++-+---+----+----_+------+--------+--------+---------+------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY■ CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS GUILTS WASHINGTON STREET APARTMENTS *** BLDG R *** REMOTE AREA I HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 --DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: M.w .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR): 20.0 gpm @ 31.6 psi SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/20195 SYSTEMS\HASS83118-0204 - PH 2 -- BLDG R - AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 -- AS BUILT - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 20.0 37,7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) {GPM) 1 0.0 SOURCE 37.7 20.0 2 0.0 - - - - 37.7 - - 3 3.0 - - - - 36.4 -- 4 3.0 - - - 32.4 - 5 0.0 - - - - 33.7 - - - 6 0.0 - - - - 33.7 - - - 7 0.0 - - - - 33.4 - - - 8 4.0 - - - - 31.6 - - 9 10.0 -- 28.7 - - - 10 10.0 - - - - 27.9 - - - 11 16.0 - - - - 19.6 - - - 12 16.0 - - - - 19.6 - - - 13 16.0 - - - - 20.3 - - - 14 13.0 - - - - 18.4 - - - 15 13.0 - - - - 18.4 - - - 16 13.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/20195 SYSTEMS\HASS83118-0204 - PH 2 - BLDG R - AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 1 HEAD CALL. 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 6,900 PL 40.00 PF 0.0 1 0.0 SRCE 37.7 (N/A) 0.2 150 FTG 7.0 PE 0.0 2 0.0 0.0 37.7 0.0 0.000 TL 47.00 PV Pipe: 2 20.0 6.900 PL 3.00 PF 0.0 2 0.0 0.0 37.7 0.0 0.2 120 FTG 14.0 PE -1.3 3 3.0 0.0 36.4 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 36.4 0.0 4.0 psi, 20.0 gpm 4 3.0 0.0 32.4 0.0 Pipe: 4 20.0 6.900 PL 3.00 PF 0.0 4 3.0 0.0 32.4 0.0 0.2 150 FTG 14.0 PE 1.3 5 0.0 0.0 33.7 0.0 0.000 TL 17.00 PV Pipe: 5 20.0 6.900 PL 120.00 PF 0.0 5 0.0 0.0 33.7 0.0 0.2 150 FTG 14.0 PE 0.0 6 0.0 0.0 33.7 0.0 0.000 TL 134.00 PV Pipe: 6 20.0 2.003 PL 60.00 PF 0.3 6 0.0 0.0 33.7 0.0 2.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 33.4 0.0 0.004 TL 74.00 PV Pipe: 7 20.0 1.985 PL 5.00 PF 0.1 7 0.0 0.0 33.4 0.0 2.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 31.6 0.0 0.004 TL 24.00 PV Pipe: 8 20.0 1.394 PL 6.00 PF 0.3 8 4.0 0.0 31.6 0.0 4.2 150 FTG 7.0 PE -2.6 9 10.0 0.0 28.7 0.0 0.022 TL 13.00 PV Pipe: 9 20.0 1.394 PL 13.00 PF 0.8 9 10.0 0.0 28.7 0.0 4.2 150 FTG 22.0 PE 0.0 10 10.0 0.0 27.9 0.0 0.022 TL 35.00 PV Pipe: 10 10.9 1.101 PL 151.00 PF 5.1 10 10.0 0.0 27.9 0.0 3.7 150 FTG 76.0 PE -2.6 13 16.0 0.0 20.3 0.0 0.022 TL 227.00 PV Pipe: 11 10.9 1.101 PL 15.00 PF 0.6 13 16.0 0.0 20.3 0.0 3.7 150 FTG 13.0 PE 0.0 11 16.0 0.0 19.6 0.0 0.022 TL 28.00 PV Pipe: 12 9.1 1.101 PL 160.00 PF 5.7 10 10.0 0.0 27.9 0.0 3.1 150 FTG 202.0 PE -2.6 11 16.0 0.0 19.6 0.0 0.016 TL 362.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2029S SYSTEMS\HASS83\18-0204 - PH 2 - BLDG R -, AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 1 HEAD CALC. 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 0.0 1.101 PL 6.00 PF 0.0 11 16.0 0.0 19.6 0.0 0.0 150 FTG 13.0 PE 0.0 12 16.0 0.0 19.6 ❑.0 0,000 TL 19.00 PV Pipe: 14 20.0 1.101 PL 11.00 PF 2.6 11 16.0 0.0 19.6 0.0 6.7 150 FTG 27.0 PE 1.3 14 13.0 0.0 18.4 0.0 0.068 TL 38.00 PV Pipe: 15 0.0 1.101 PL 6.00 PF 0.0 14 13.0 0.0 18.4 0.0 0.0 150 FTG 13.0 PE 0.0 15 13.0 0.0 18.4 0.0 0.000 TL 19.00 PV Pipe: 16 20.0 1.101 PL 12.00 PF 1.7 14 13.0 0.0 18.4 0.0 6.7 150 FTG 13.0 PE 0.0 16 13.0 4.9 16.7 20.0 0.068 TL 25.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.056 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.79 psi with a flow of 32.82 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 311112019E SYSTEMS\HASS83118-0204 - PH 2 - BLDG R - AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 1 HEAD CALC. PAGE: * MATERIAL: 340 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2019S SYSTEMSjHASS83118-0204 - PH 2 - BLDG R - AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 1 HEAD CALL. ca 00 CD �i r� o u m v rlo sa O 0 Vol) � r: d)ry � NN d� ° a •rl -�I a) s o Ai, ma N°1 aim Urn i7 14 o71A 3md) U LI r h1 O Cn H 0) N Q N 1 i C 5 C -C r C - (N r C •d C� C .kc r ,--1 N W C- 0 0 o 0 Co o Q v o o o Q av kD d N r-I �7 Duw a0xwCOWD040-- 0 N r- as w � o }' m o � � v4 � (V � O � •r•I O u ] � U J 44 N � m fll � 1 4J 1 � J) W b m D O i 04 I � O 9C V 41 � �a ro m m N �4 V3 �a a) m �, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019S SYSTEMSIHASS83118-0204 - PH 2 -- BLDG R - AS BUILT-4 .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT -- 1 HEAD CALC. WATER SUPPLY CURVE 84+ 611111111111111111111111111111111111 * [-81.0 psi @ 730 gpm Flow Test Point 77+ I I 70+ I I I 63+ I I P 56+ R I E I S S 49+ U I R E I 42+ � I P X S I 35+ y I I I 28+ I 1 I 21+ I 14+ LEGEND I ,• I x = Required Water Supply " I 37.66 psi @ 20.0 gpm " 7+ *+ 0 = Available Water Supply I 82.80 psi @ 20.0 gpm " !1 _I ie V++—+•—.--+----+-----------—.+--------+ +-- +-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PHASE 2 - AS BUILTS WASHINGTON STREET APARTMENTS *** BLDG R *** REMOTE AREA 4 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 18-0204 DATE: 3-11-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED {including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 4 sprinklers 58.5 gpm 58.5 gpm (0 gpm Hose STREAM) 58.5 gpm @ 46.3 psi 4.9 CANDI CAUDILLO LA QUINTA FIRE DEPT. 92.9psi-(10%82.8 PSI) 90 psi 730 gpm COACHELLA WATER DEPT. 5-16-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3111I2019HRS SYSTEMS`HASS83118-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT -- 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (psi) (GPM) (PSI) 1 82.8 81.0 730.0 82.8 58.5 71.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 58.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAK! ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.5 58.5 2 0,0 - -- - - 71.5 - - - 3 3.0 - - - 70.2 - - - 4 3.0 - - -- - 66.2 - - - 5 0.0 - -- - - 67.5 - - - 6 0.0 - - - - 67.5 - - --- 7 0.0 - - - - 65.5 - - 8 4.0 - - - - 63.1 - - - 9 10.0 - - - - 58,5 - - -- 10 10.0 - - - - 53.0 - - -- 11 16.0 - - -- - 10.8 - - - 12 16.0 K= 4.90 9.9 15.5 13 16.0 K= 4.90 12.0 17.0 14 13.0 - - - - 7.8 - - - 15 13.0 K= 4.90 7.2 13.2 16 13.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2019HRS SYSTEMSIHASS83\18-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG K - PH 2 - AS BUILT - 2 HEAD CALL. 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 58.5 6.900 PL 40.00 PF 0.0 I 0.0 SRCE 71.5 (N/A) 0.5 150 FTG 7.0 PE 0.0 2 0.0 0.0 71.5 0.0 ❑.000 TL 47.00 PV Pipe: 2 58.6 6.900 PL 3.00 PF 0.0 2 0.0 0.0 71.5 0.0 0.5 120 FTG 14.0 PE -1.3 3 3.0 0.0 70.2 0.0 0.000 TL 17.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 70.2 0.0 4.0 psi, 58.6 gpm 4 3.0 0.0 66.2 0.0 Pipe: 4 58.6 6.900 PL 3.00 PF 0.0 4 3.0 0.0 66.2 0.0 0.5 150 FTG 14.0 PE 1.3 5 0.0 0.0 67.5 0.0 0.000 TL 17.00 PV Pipe: 5 58.6 6.900 PL 120.00 PF 0.0 5 0.0 0.0 67.5 0.0 0.5 150 FTG 14.0 PE 0.0 6 0.0 0.0 67.5 0.0 0.000 TL 134.00 PV Pipe: 6 58.6 2.003 PL 60.00 PF 2.0 6 0.0 0.0 67.5 0.0 6.0 150 FTG 14.0 PE 0.0 7 0.0 0.0 65.5 0.0 0.027 TL 74.00 PV Pipe: 7 58.6 1.985 PL 5.00 PF 0.7 7 0.0 0.0 65.5 0.0 6.1 150 FTG 19.0 PE -1.7 8 4.0 0.0 63.1 0.0 0.028 TL 24.00 PV Pipe; 8 58.6 1.394 PL 6.00 PF 2.0 8 4.0 0.0 63.1 0.0 12.3 150 FTG 7.0 PE -2.6 9 10.0 0.0 58.5 0.0 0.157 TL 13.00 PV Pipe: 9 58.6 1.394 PL 13.00 PF 5.5 9 10.0 0.0 58.5 0.0 12.3 150 FTG 22.0 PE 0.0 10 10.0 0.0 53.0 0.0 0.157 TL 35.00 PV Pipe: 10 32.7 1.101 PL 151.00 PF 36.4 10 10.0 0.0 53.0 0.0 11.0 150 FTG 76.0 PE -2.6 13 16.0 4.9 12.0 17.0 0.169 TL 227.00 PV Pipe: 11 15.8 1.101 PL 15.00 PF 1.2 13 16.0 4.9 12.0 17.0 5.3 150 FTG 13.0 PE 0.0 11 16.0 0.0 10.8 0.0 0.044 TL 28.00 PV Pipe: 12 25.9 1.101 PL 160.00 PF 39.6 10 10.0 0.0 53.0 0.0 8.7 150 FTG 202.0 PE -2.6 11 16.0 0.0 10.8 0.0 0.109 TL 362.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2019HRS SYSTEMSIHASS83418-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 2 HEAD CALC. 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 15.5 1.101 PL 6.00 PF 0.8 11 16.0 0.0 10.8 0.0 5.2 150 FTG 13.0 PE 0.0 12 16.0 4.9 9.9 15.5 0.042 TL 19.00 PV Pipe: 14 26.2 1.101 P1 11.00 PF 4.2 11 16.0 0.0 10.8 0.0 8.8 150 FTG 27,0 PE 1.3 14 13.0 0.0 7.8 0.0 0.112 TL 38.00 PV Pipe: 15 13.2 1.101 PL 6.00 PF 0.6 14 13.0 0.0 7.8 0.0 4.4 150 FTG 13.0 PE 0.0 15 13.0 4.9 7.2 13.2 0.031 TL 19.00 PV Pipe: 16 13.0 1.101 PL 12.00 PF 0.8 14 13.0 0.0 7.8 0.0 4.4 150 FTG 13.0 PE 0.0 16 13.0 4.9 7.0 13.0 0.031 TL 25.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.009 gpm and a maximum imbalance at any node of 0.131 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.3 ft/sec at pipe 9. (4) Items listed in bald print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 82.78 psi with a flow of 64.10 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 2 HEAD CALL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.985 4.11 8.21 2.46 9.03 4.93 0.82 8.21 8.21 8.21 6.900 26.24 56.23 16.87 59.97 18.74 5.62 52.48 52.48 56.23 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN CCUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2O19HRS SYSTEMS\HASS83118-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 2 HEAD CALC. C!] H co`>4 Ky' A Ili En a ad H �„� a m O OD 0 N � G N ao w oo m ni H N p si cu p i a w z �� a� �, ) m w � a ai o � � ai U La En m .ti 0 0 0 0 0 0 c;0 a o 0 m w v+ cv tnr.4MwrnrgpaCw--cLon-�-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2019HRS SYSTEMSIHASS83118-0204 - PH 2 - BLDG R - AS BUILT .SDF JOB TITLE: BLDG R - PH 2 - AS BUILT - 2 HEAD CALC. WATER SUPPLY CURVE 84+ a 11111111111111111111111111111111111 I I 77+ I I x 70+ I I I 63+ I I P 5 6+ R I E I S S 49+ U I R E I 42+ � I P I S 1 35+ ) I I 28+ I I I 21+ I I 14+ LEGEND " Irr I x = Required Water Supply " I 71.52 psi @ 58.5 gpm " 7 + Tr I 0 = Available Water Supply " I 82.78 psi @ 58.5 gpm " I1T [-81.0 psi @ 730 gpm Flow Test Point D++-+----F----+------+------+--------+---------+---------+------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) TRANSMITTAL LETTER 1"2ESF?C7 NS�VE • RESpi-jfzCEFLf� 4 r-zE1�fABLE 72755 Pain Place ppww/ay, CA 92064 ♦ (619) 588-6364 ♦ Fax (619) 588-6805 ♦ www.symonsfp.com �'►t'Iil iW2�1 ■ WE ARE SENDING YOU I Attached ❑ Under separate cover via the following items Shop drawings Hydraulic calculations ❑ Materials lists ❑ specifications 1 opy of letter I Change order ❑ Plans n COPIES DATE NO. DFSCFUPTION THESE ARE TRANSMITTED as checked below: �] F-.- glaproval ❑ Approved as submitted For your use ❑ Approved as noted "❑ As requested ❑ Returned for corrections ❑ For review and conrr nt ❑ Forward to ❑ For bids due ., 20 REMARKS COPY TO: ❑ Retum ❑ Retum ❑ Prints returned after ban to us approved plans plans with comments !f enclosures are not as noted, pllease notify us at once, Qz � 0 w a&a PJAN112019D'D CALIFORNIA CITY OF1AOWNTA DESIGN & DEVELOPMENT DEPARTMENT DESIGN& DEVELOPMENT DEPARTMENT 78-495 Calle Tampico La Quirita, California 92253 (760) 777-7125 FAX (760) 777-7011 FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PERMIT NO. FC /K/040/ PROJECT INFORMATION (Please Print) Project Name: � ,I+FIlJ ' :S Sr Sign. - Site Address: V2NO kf City & Zip- Z'01 • Pursuant to ❑ Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department sEryes as the CitY's Fire department, and the County designee serves as the City's Fire chief. Applicant recognizes this contracted arrangement and shall Comply with County Fire Department directions, APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: ❑ ame as Applicant info 7 Applicant Name: DM%Q I— Yk 0 `r 6 f C'citvc+'ersan: �4 �� of Contact Person', Mailing Address: %,_7/n �� Mailing AddrPsS; Clly & Lip= City & Lip. Pnor e Numbe fax: Phone Number: Fax: Ernpir: �9�1% �A✓� �G� G' f c e y✓ l Email: A. APPLICATION YPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIALITNDUSTRIAL ___❑ HOOD & DUCT $405 ❑ 0-35,004 SQ FT $639 Cl SPRAY BOOTH $795 ❑ 35,601-75,000 SO FT $756 ❑ CELL SITE $795 ❑ 75,001.120,000 SO FT $9S1 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MIX ❑ T[ COMNIERf IA! IiNDUSTRIAL $4Q5 ❑ HAZMAT $327 ❑ RESIDENTIAL - i 1 DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 ❑ RESIDENTIAL - (EAI ADDITI$171 ❑ NEW COMMERCIAL - UIG WATER W3 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH kOVRLY12 $1561HR ❑ COMMERCIAL -SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 KRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL -SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 MASTER PLAN I HOURLY @ $15QF8R ❑ DISPENSERS ONLY NO UP. LY[+n SL361HR ❑ ABOVEGROUND ROl1R1YCof$156�Hfi EUCh npplicotion [yPC inetudcs a 'ethnology Ennvncernenl Fe.e55 6 Records Management Fee 510 RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 78-495 CALLS TAmPICO. LA QUINTA CA 92253 • PHONE (760)777-7000 •DIRECT (760)777-7074 10/1512018 Miguel Carlos Symon's Fire Protection 12155 Paine Pl. Poway, CA 92064 Re: Residential Fire Sprinkler Plan Review — Washington Street Apartments FCMP2018-000 1 Phase Il — Buildings O, P, Q, R, S, & T 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 approved with the following conditions. L) Permanently marked identification signs shall be attached to all control valves. 2.) Fire department connection (if required) shall be installed on the access side of the structure and shall be painted red in color for corrosion resistance. 3.) A spare head box with the minimum required heads and appropriate wrench(es) shall be installed at fire sprinkler riser. 4.) A hydraulic calculation plate shall be installed at fire sprinkler riser with appropriate values. 5.) Fire sprinkler riser compartment shall be properly labeled on exterior side of room. 6.) Fire sprinkler control valve(s) shall be locked in the open position. 7.) Fire sprinkler bell shall be properly labeled proper signage - "IF BELL RINGS DIAL 91 L" The following inspectionsltests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. tt7g��n Fire Safety Specialist