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FSS2022-0061Description: MONTAGE - SPA Type: FIRE SPRINKLER (WEB) Subtype: Status: ISSUED Applied: 2/28/2022 ECON COMMERCIAL/INDUSTRIAL Approved: 5/31/2022 KHET Parcel No: 777490012 Site Address: 79187 AHMANSON LN LA QUINTA,CA 92253 Subdivision: PM 33367 Block: Lot: 20 Issued: 6/2/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $40,000.00 Occupancy Type: Construction Type: Expired: 11/29/2022 ECON No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 92 Applied to Approved Approved to Issued 2 ADDITIONAL CHRONOLOGY • I • • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION @V ERIZON.NET CONTRACTOR J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION @V ERIZON.NET OWNER SILVERROCK PHASE 1 3551 FORTUNA RANCH RD ENCINITAS CA 92924 (760)625-5908 Printed: Wednesday, April 05, 2023 9:31:12 AM 1 of 5 WSYSiEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $0.00 INSPECTION FIRE SPRINKLER SYSTEMS 101-0000-42421 0 $240.00 $240.00 6/2/22 WEB11963 637467580 ECHECK 996335 ECON COMMERCIAL/INDUSTR 60 IAL FIRE SPRINKLER SYSTEMS 101-0000-42420 0 $667.00 $667.00 6/2/22 WEB11963 637467580 ECHECK 996335 ECON COMMERCIAL/INDUSTR 60 IAL PC Total Paid for FIRE FEES: $1,074.00 $907.00 RECORDS 101-0000-42416 0 $11.00 $11.00 6/2/22 WEB11963 637467580 ECHECK 996335 ECON MANAGEMENT FEE 60 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/2/22 WEB11963 637467580 ECHECK 996335 ECON ENHANCEMENT FEE 60 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:090 00 $923.00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE PARTIAL OF THE SYSTEM IN THE SPA TREATMENT FAR END. SYSTEM HELD OVERHEAD HYRO KHET 8/30/2022 8/30/2022 DISAPPROVE PARTIAL - SPA PRESSURE HOWEVER COMPONENTS STILL D TREATMENT NEED TO BE INSTALLED IN THIS AREA AND TESTED TO 200 PSI MAKES IT CHALLENGING TO GIVE ANY PARTIAL CLEARANCE. Printed: Wednesday, April 05, 2023 9:31:12 AM 2 of 5 WSYSiEMS OVERHEAD ROUGH I KHET PIPING 8/30/2022 I 8/30/2022 I DISAPPROVE I PARTIAL - CLEARANCE D PROVIDED - SEE NOTES OVERHEAD HYRO KHET 9/1/2022 9/1/2022 PARTIALLY Treatment Room Wing APPROVED OVERHEAD ROUGH KHET 9/1/2022 9/1/2022 PARTIALLY Treatment Rooms Wing PIPING APPROVED *PARTIAL CLEARANCE TO COVER/ROOF THE 2 "DOG HOUSE" COMPONENTS ONLY. MULTIPLE CORRECTION ITEMS AND ADDITIONAL INSPECTION NOTES MADE. SEE ATTACHMENTS. REINSPECTION OF THE SPA TREATMENT AREAS IS STILL REQUIRED. #REVISED PLANS AND CALCS BASED ON AS - BUILT CONDITIONS WILL BE REQUIRED FOR REVIEW AND APPROVAL PRIOR TO FINAL. RETURNED REVIEWS STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST FIRE - ETRAKIT KOHL 2/28/2022 3/14/2022 3/28/2022 REVISIONS REQUIRED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 2/28/2022 3/1/2022 3/1/2022 COMPLETE ETRAKIT (1 DAY) BUCKET KOHL 5/5/2022 5/12/2022 5/31/2022 APPROVED SEE ATTACHMENTS 2ND FIRE (1 WK) HETRICK BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL YARD HYDRANT HYDRAULIC HYDRANT CALC.PDF 1 DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL VK302 5.6 K SSP QR VK302.pdf 1 Printed: Wednesday, April 05, 2023 9:31:12 AM 3 of 5 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL VK300 5.6K SSU QR VK300.pdf 1 DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTALBLAZEMASTER blazemaster.pdf 1 DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL SCH 10 SCH 10 AND 40.pdf 1 AND 40 DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL VK4621 VK4621 5.6k QR Flat 1 Concealed.pdf DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL rings copy.pdf 1 HANGERS DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL Sammys-Catalog-2012 1 SAMMYS copy.pdf 211313-003.0 - Fire DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL Sprinkler (1-11) SD_BHD- 1 TRANSMITTAL Gensler copy 2.pdf DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL PLAN Montage Spa Fire 1 Sprinklers c.pdf FIRE APPLICATION DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL FIRE SEPTEMBER 2019 FEE 1 APPLICATION UPDATE REVISED 3 .pdf DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL AREA 17 HEAD1 HYDRAULIC 1 CORRIDOR.PDF DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL AREA 2 LINEN1 HYDRAULIC 2 STORAGE.PDF DOC 2/28/2022 Etrakit Contractor 1ST SUBMITTAL AREA 3 POOL 1 HYDRAULIC 3 EQUIPMENT.PDF DOC 5/5/2022 Etrakit Contractor revised plans AREA 1 TREATMENTROOM.pdf 1 DOC 5/5/2022 Etrakit Contractor cover letter with SEOR AREA 2 EQUIPMENT 1 stamp ROOMS.pdf Printed: Wednesday, April 05, 2023 9:31:12 AM 4 of 5 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/5/2022 Etrakit Contractor Montage Spa Fire 1 Sprinklers_1.pdf DOC 5/5/2022 Etrakit Contractor AREA 3 POOL 1 ROOMS.pdf DOC 5/5/2022 Etrakit Contractor HOSE VALVE CALC.pdf 1 211313-005.1 Fire Sprinkler (H1HS) Fire DOC 5/5/2022 Etrakit Contractor 1 Dept. Submittal-CEI-G (1) copy.pdf 211313-005.1 - AAN - DOC 5/31/2022 Etrakit Contractor Plan with endners Fire Sprinkler (HS), LQFD 1 notes red Submittal co df pY•p FSS2022-0061 - 1ST FSS2022-0061-15T DOC 3/28/2022 KOHL HETRICK REVIEW - FIRE PLAN REVIEW - FIRE PLAN 1 CORRECTIONS.pdf CORRECTIONS.pdf FSS2022-0061- FSS2022-0061- DOC 5/31/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 5/31/2022 KOHL HETRICK FSS2022-0061- COA FSS2022-0061- COA 1 AND JOB CARD.pdf AND JOB CARD.pdf FSS2022-0061- 8-30- FSS2022-0061- 8-30- DOC 8/30/2022 KOHL HETRICK 2022 - INSPECTION 2022 - INSPECTION 1 NOTES AND NOTES AND CORRECTIONS.pdf CORRECTIONS.pdf FSS2022-0061 - 9-1-2022 FSS2022-0061 - 9-1-2022 DOC 9/1/2022 KOHL HETRICK - INSPECTION NOTES - INSPECTION NOTES 1 and CLEARANCES.pdf and CLEARANCES.pdf Printed: Wednesday, April 05, 2023 9:31:12 AM 5 of 5 WSYSiEMS ��T-J" ; 7; BUILDING CROSS SECTION (FOR REFERENCE ONLY) b.- I I.—. . N. D CNEuc bAl. * ""I'GIOUN1111 11N_ N.T QF N.T N.T (2$1 1.�$YZ�,�,.ToasCIZ8al.�AND�IPE, I SPA BUILDING r 9 1, A -4) i NORTH ------- i® N—H I FIRE LINE SCHEMATIC (FOR ffREFERENCE ONLY) .N.11E FIR. LOOP. SEE CIVIL PLANS FOR CONTINUATION SCOPE OF WORK / HAZARD ANALYSIS 7PIPFb`RNK bY8T b BE N IN T�H C�I�Aa= NY" F�H�B�YL� ELE '= b.UIAN R bl GENERAL FIRE SPRINKLER NOTES RRE PROTECTION SYMBOLS E) FIRE FLOW ANALYSIS MODEL AVAILAB ILITYIADEQUACY STATIC PSI RESIDUAL PSI ... E II15A A—ED 75.0 GPM 1 m LOCATION ACEIARIO—IR F—IS BY WHOM —1--Ne- DATE 2 wareR SUPPLY IS ADEQUATE SUDPPLYF eEsPRNKLEIR SYSTEMS IN ACCO—CE WITH NFpA, R. LOCAL FIRECODE REQUIREMENTS m AHJ USE ONLY APPROVED Riverside County Fir, Department La QuI,t,Office , (he Fi.M..hal By: Kohl Hetrick.—,-... FIRE SAFETY SPECIALIST 0513112022 5 05 17 PM _pb not ea. Con hud on sM1a ,Tfl=.,y 1 b p".— by Ih. — Dt PERMIT # - FS S2022-006 I �k 0 COORDINATE WITH MECHANICAL DUCT AND OTHER OBSTRUCTIONS IN THE FIELD WHERE NEEDED. MODIFICATIONS TO PIPING WILL BE RECORDED AND RECORD DRAWINGS WILL BE PROVIDED. USE FLEXIBLE COUPLINGS WHERE NEEDED NFPA 13 18.2' FLEXIBLE COUPLINGS A.18.2 STRAINS ON SPRINKLER PIPING CAN BE GREATLY LESSENED AND, IN MANY CASES, DAMAGE PREVENTED BY INCREASING THE FLEXIBILITY BETWEEN MAJOR PARTS OF THE SPRINKLER SYSTEM. ONE PART OF THE PIPING SHOULD NEVER BE HELD RIGIDLY AND ANOTHER PART ALLOWED TO MOVE FREELY WITHOUT PROVISION FOR RELIEVING THE STRAIN. FLEXIBILITY CAN BE PROVIDED BY USING LISTED FLEXIBLE COUPLINGS, BY JOINING GROOVED END PIPE AT CRITICAL POINTS AND BY ALLOWING CLEARANCES AT WALLS AND FLOORS. TANK OR PUMP RISERS SHOULD BE TREATED THE SAME AS SPRINKLER RISERS FOR THEIR PORTION WITHIN A BUILDING. THE DISCHARGE PIPE OF TANKS ON BUILDINGS SHOULD HAVE A CONTROL VALVE ABOVE THE ROOF LINE SO ANY PIPE BREAK WITHIN THE BUILDING CAN BE CONTROLLED. PIPING 2 IN. (50 MM) OR SMALLER IN SIZE IS PLIABLE ENOUGH SO THAT FLEXIBLE COUPLINGS ARE NOT USUALLY NECESSARY. 'RIGID -TYPE" COUPLINGS THAT PERMIT LESS THAN 1 DEGREE OF ANGULAR MOVEMENT AT THE GROOVED CONNECTIONS ARE NOT CONSIDERED TO BE FLEXIBLE COUPLINGS. [SEE FIGURE A.18.2(A) AND FIGURE A.18.2(B).] 18.2.1 FLEXIBLE COUPLINGS JOINING GROOVED END PIPE SHALL BE PROVIDED AS FLEXURE JOINTS TO ALLOW INDIVIDUAL SECTIONS OF PIPING 2'/ IN. (65 MM) OR LARGER TO MOVE DIFFERENTIALLY WITH THE INDIVIDUAL SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED. 18.4' CLEARANCE. 18.4.3 WHERE CLEARANCE IS PROVIDED BY A PIPE SLEEVE, A NOMINAL DIAMETER 2 IN. (50 MM) LARGER THAN THE NOMINAL DIAMETER OF THE PIPE SHALL BE ACCEPTABLE FOR PIPE SIZES 1 IN. (25 MM) THROUGH 3. IN. (90 MM), AND THE CLEARANCE PROVIDED BY A PIPE SLEEVE OF NOMINAL DIAMETER 4 IN. (100 MM) LARGER THAN THE NOMINAL DIAMETER OF THE PIPE SHALL BE ACCEPTABLE FOR PIPE SIZES 4 IN. (100 MM) AND LARGER. 18.4.4 NO CLEARANCE SHALL BE REQUIRED FOR PIPING PASSING THROUGH GYPSUM BOARD OR EQUALLY FRANGIBLE CONSTRUCTION. 18.4.5 NO CLEARANCE SHALL BE REQUIRED IF FLEXIBLE COUPLINGS ARE LOCATED WITHIN 1 FT (300 MM) OF EACH SIDE OF A WALL OR IF THE REQUIREMENTS OF 18.2.3.1(2) ARE MET. AS WITH WALLS, FLEXIBLE COUPLINGS LOCATED WITHIN 12 IN. (300 MM) ON EACH SIDE OF BEAMS CAN ALSO SUBSTITUTE FOR THE REQUIRED CLEARANCES. 18.4.7 NO CLEARANCE SHALL BE REQUIRED WHERE NONMETALLIC PIPE HAS BEEN DEMONSTRATED TO HAVE INHERENT FLEXIBILITY EQUAL TO OR GREATER THAN THE MINIMUM PROVIDED BY FLEXIBLE COUPLINGS LOCATED WITHIN 1 FT (300 MM) OF EACH SIDE OF A WALL, FLOOR, PLATFORM, OR FOUNDATION. 18.5.5.9 WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED IN SECTION 18.2, A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 IN. (600 MM) OF EVERY OTHER COUPLING, INCLUDING FLEXIBLE COUPLINGS AT GROOVED FITTINGS, BUT NOT MORE THAN 40 FT (12 M) ON CENTER. NOT TO SCALE 2.5" HOSE VALVE W/ N.S.T. TO SYSTEM SUPPLY PIPE � VALVE CABINET (RECESSED IN WALL) �j S-0" TO PROVIDE 2.5" CAP 5'-0" FINISH FLOOR 2.5" HOSE VALVE CLASS I MANUAL WET STANDPIPE WITH 2 1/2" CAP AND CHAIN. ALL HOSE VALVES EQUIPPED WITH NATIONAL STANDARD THREADS. YARD HYDRANT DESIGN INFORMATION # OF YARD HYDRANTS DEMAND/YARD HYDRANT 250 GPM TOTAL DEMAND 250 GPM PSI ® HIGHEST FDV 20 PSI SYSTEM DEMAND @ SOURCE REQUIRED @SOURCE PSI 64.4 GPM 250 SUPPORT INTERVAL OF CPVC LINES: LINES PERPENDICULAR TO JOISTS: CPVC SPRINKLER LINES 3" AND LARGER THAT RUN PERPENDICULAR TO JOISTS SHALL BE SUPPORTED TO THE JOISTS AT THE FOLLOWING MAXIMUM INTERVALS: 3" LINE SHALL BE SUPPORTED AT 8'-0" OC MAX CPVC LINES PERPENDICUALR TO JOISTS THAT ARE LESS THAN 3" MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13. LINES PARALLEL TO JOISTS: CPVC LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13 CEI SUPPORT INTERVAL OF STEEL LINES: LINES PERPENDICULAR TO JOISTS: STEEL SPRINKLER LINES 2" AND LARGER THAT RUN PERPENDICULAR TO JOISTS SHALL BE SUPPORTED TO THE JOISTS AT THE FOLLOWING MAXIMUM INTERVALS: 2" LINE SHALL BE SUPPORTED AT 6'-0" OC MAX 2-1/2" LINE SHALL BE SUPPORTED AT 6-0" OC MAX 4" LINE SHALL BE SUPPORTED AT T-0" OC MAX STEEL LINES PERPENDICUALR TO JOISTS THAT ARE LESS THAN 2" MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13. LINES PARALLEL TO JOISTS: STEEL LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13 CEI UPRIGHT SPRINKLERS IN COMBUSTIBLE MECHANICAL CHASE SERVICE PANTRY E 0 AREA 3 POOL ROOMS .15/1604 SF PENDENTS 5.6K NO AREA REDUCTION %/ • VQOMEN'S: QVOMEN'j / :I STE4 ROOM: : SACINA ;I 15P 13P. 15 � 13 ; •I X X/ :I 1• 1: :I ' I .5P '' '' : I :I 16P 1 M 14P • 16• : i;� 14• : I :L=—/: :I :I �rl o: :I GC NOTE: DOUBLE JOISTS REQUIRED ' .I EACH SIDE OF 4" LINES WO?EN'S' THAT RUN PARALLEL TO .I IRESTROOM :I �I JOISTS :I CEI ROOF FRAMING IS WOOD T.J.I. AT 2'-011 O.C. A CEILINGS TIGHT TO BOTTOM OF JOISTS AND BEAMS. (NO COMBUSTIBLE CONCEALED SPACE UNLESS NOTED OTHERWISE) <� > GLULAM BEAM OR STEEL BEAM (TYP) (A)4" SYSTEM RISER W/ 10" ELECTRIC BELL SEE RISER DETAIL ON SHEET FP2.00 ( ) © INSPECTOR'S TEST VALVE IN ACCESS PANEL CO MECHANICAL CHASE D 2.5"X 2.5"X 4" F.D.C. W/ N.S.T. AND CHECK VALVE CLASS 3STANDPIPE WITH 2-1/2" YARD HYDRANT VAT +-3 -0,A.F.F. (CALCULATED FOR 250 GPM @ 20 PSI)(SEE DETAIL THIS SHEET) OF SKYLIGHT ABOVE OFLEX GROOVED COUPLING SHALL BE USED WHEN SPRINKLER PIPE IS PENETRATING A BEAM :I X :I AIR RELIEF VALVE. SEE DETAILS ON SHEET FP2 ....... ............ . . . 00 0 1 ... ........ ♦...... .... 8"PIPE STD. ................................................. ............. . al.... ............. 1 1 1 ...^; ...... ....;-V .................................1 ... ....... STEEL PIPE F............. ^'■■■■■■ ............................... 1 1 ^,S..............I........... ...:..:..•..•...�. ^,s.. ...... 1 1 1 ...........................:0................................. 0.... .......... ..... MEWS RESTROOM Z LOUNGE AREA 1 :I ^1"' ti I• :I TREATMENT ROOM 1 °_s �: .'Z./ zjj�� :I .10/985SF f % PENDENTS :I A� 5.61K — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I............. . ... XA .............. .... 1................ Y=-3(11)/2+55 .. "s.-- ---- zC .. ........ �s:".1 -:s�'� ...../.. j 1� I' o:s 1 Iry Y=-33/2+55 I \ ;° / I :I U7 Y=-16.5+55 I.. ------------ ------ ----- ' Y= 38.5% REDUCTION I... ..TAiAT.RGGM\�...... �i . .7R647..ROOM.. ... ...TREA;.ROOM.......?I ..7R6 i.Rp M........... . ..I / ................ .................... .............. . . . . 100%-38.5%=61.5% I. ,� .. , ................ I-----� T------:t-------1i=s ---= is 61.5%=0.615 I. ...... 1. XB 1:... 1 YB.' .... ...... ..6 lo \5-3-� ao sc o .. 11-0"AFFTYP . . . . .... . .... ... ... .... ..... . . Ti 1500*0.615=922.5 `� . :I1O j: . .. ... . . .. ... (922.5 SF MIN REQUIREDI... ��,....... ��................ ..........: .. i M RE MS .I I 1. • � � EN' SAUNA oom AFTER AREA REDUCTION) I \ �/� I :I .. ............. �...------------------�— -- -------------------------------------- \ \ 1 1 / . \ 1 ..................... .................... .... 1 F \ H WATER/ � 16L ' J •CLO5E'f' ' 1 1 6 1 C A XC M4 •I YC' YD 1 t t+h 14k 1Y2 11h 1>h :_ t+h 1- : _ t+h 11h : i _ D __ __ __ _r—__ 1�_.___ ___}_ __ __ __ _l�___________� _ __ __ __� __ ___ __�__ __ __ __ __ _ __ __ 1�_t__^__ __ __ __ __ 1�________ __ __ __ __ 1�_t_ __ __ __ __ __ �_____ __ 7R7R R7R7 �RT R R7R • ./ •.. . •••• •••• 10=0 :�_ 1 2-9 :15�Q� +� 1x-0 6c ~ 11-Q / : 154 w 15-Q �_ : T1 15-0 w 15-Q� 1 . . ~la 5C I'I ' / la: ^I +XTERIGR la: ^I� �la: ^la... ----�N 117 / ... . .. \ �\ �. 1. l ,t.. , HALT A P1 •j H 15 1 I 1 1 , . POOL • b _--�.---------_ ...+ ...\... O .GGLNPMENT. ...... .. .... 1 ^ I 2L \ G F ROOM #1 .........................�................................. ..� \.................. ..I.................... V/ .................. .................. ................... ................... .................. .... ................... ................... .................... ...... .P2 ... .. ...... .... D 0 O' \ \ / ' ........... ..... .1... .... .............. .. .......... I.................. .... ................ ... .. ........... .... ...... .. ............. ............... .. .. ............. ................ .. .. ............. ........ .. .. .L. ... ...... .... .. .• .. C . . . . . . . ... . ..... ....... .... . 3 � 3 / 3 3 3 3 3 3 3 3 '`�" " x1' 3' M1 1 �3• x�_ ___ �___�■■ F.F.F. F*NNHF. H NN FF NN NNM ♦f■ M NN FfFf FiFiFiFSFf�f�i F. Ff if �i M3 ............ ..■2�0 �Q• a0.0......... �Q.... gam°........Q.......... 7 ... i.. y p . `....... a �.�.f.Q..... & °. .. 3,6 . t ......... `o F.. i..}.g .. } ...... moo.... g. p .r .3.g . j�Q ....�5 9. L . .. }�Q......... by ° ............F ...... y ...... 5L sL Ib ■ "Ib �Ib —+1 L1 ' IO ^lea 1 _:I a ^Ias 1 ^44 ^Ias 1 41 ^I'd Ps 14 12 ........... ...............y.................................. ....................... 4.................. ... ................. .1............ ....... .�.......... ................ ..1................ ................ .1........... ........� r�.... ... ..... .. ....... ...... .... T p 1 ■ 1 1 1 1 1 4L P n COUPLES ACC. TREAT. LARGE TREAT. TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT 1 . . .. . . . .. . . ...... ... TREAT. RM. RM ROOM ROOM ROOM ROOM ROOM ROOM ROOM ROOM ROOM p, 1 1 1 1 1 ............ .... �.......ss................................ ......................... .. �...................... ................... .I................. ................... .�.................. .................. .r................. ................... .�.................. ............ .' lam.... , /./ 10 ........ ...... .... .. .. .. { .. ... ........... .. . . . 1 ...... �. .. ...... /./. �1�/ C/ M2 U8L U7L 11 \ ... .. .. �•. .1�. ........... .. ................. ............ .......1•.. ... ...� .. ............ ......... ..... �+.. .. ...1 ......... ..... L•.. ....... ....... .L•.. ....... ....... .�•.. ..lat .......Lr ....... 9L .:l .... P3 .I. /. / / / ..... .....� .... Mq 6-9 7-6 4-0 6-0 3-6 6-0 3-6 6-0 3-6 5-9 1 iY..••............................ ... .... ................... ................... ..................-_-___________ / DP ROOM --- ------------------------------------ — � B 0 AMW T UPRIGHT SPRINKLERS IN COMBUSTIBLE MECHANICAL CHASE �Ir ------------- II IN �i0 mil 10 00, �I I ji I� I 'ice _ _ �� • �y>� �� • OII I I�.aI/il:l �— 00 � Ij 41k— ■ ■ I, of 1 LOU GE iII , • I I ■� �ulliE IM ii I --3IIIiIIIIIIIr �. I '�• /s ,� y ,►� �l _- - __� = �• �__ � -_ it 0 AREA 2 EQUIPMENT ROOMS .15/1527 SF PENDENTS 5.6K NO AREA REDUCTION FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'-011 2' 8' 0' 4' 16' PLASTIC PIPE STEEL / CPVC PIPE NOTE EXPOSED SYSTEM RISER PIPING AND ALL STEEL PIPE, FITTINGS, OILS AND COMPOUNDS TO BE COMPATIBLE WITH BLAZEMASTER CPVC PIPE AND FITTINGS KEY PLAN AHJ USE ONLY APPROVED Riverside County p Fire Department La Quinta Office of the Fire Marshal By: FIRE SAFETY SPECIALIST 05/31 /2022 5:05:51 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # - Fcc,)n,),)-nnti1 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 602-870-8358 2425WDAHJADFIW, PrKINx AZ 85029 z0 a o � o 0 U U U OCN N N o UU a� W+, O Q U U < Ln O N p Z � c0 U Cy) n 0 Q-D _U o p 0, LLJ Ir- p I U 00 CD r LL LLJ Lc' L: Q LO0 LO N Cfl o LL 0 CD c 0 U > z o, 0 O O c F_ � 't N CA Z < L� o f m o a_ 0 w Z W LU a w 0_ O z ~ WW�� L LJ U) U) o 0 0 0_j O Q LEI > ��0Zof > a W 0- 0 �O 0 of :2 Ld o N o N (0 N o N 0 N LLJ o LLI N N N N N zQ LL I-P Lo Qc� L0 11� U-) Qc� Lo I-C! Ln Y N N o Y 0 Y Y N Y Y V/ 0 0 w w w W z LL LL II O LL O O O O V) U U U U U Z Z Z Z Z > I > I > > > 0o(30. 0 LL I� LO LO LLJ o LL z r-I � a� 0 z U N O SPRINKLER PIPING PLAN WEST pgOTECTj Classification C-16 ' W U License No. e.L 996335 y OZ PROT� OF CALZ� REVISIONS REVIEW COMMENTS QPLAN 03/28/22 0 0 DESIGNER FD SCALE 1/8' = 1-0 CHECK BY FFM FILE NUMBER 21.312 APPROVAL LA QUINTA DATE 02/25/2022 DRAWING No. P P 3 Sheet 3 of 4 Shts AUTOMATIC FIRE SPRINKLER SYSTEM w PROJECT: MONTAGE LA QUINTA SHEET OF -1SEISMIC LOADING CALCULATIONS SPA BUILDING SWAY BRACE ASSEMBLIES ADDRESS: 52000 SILVERROCK WAY, LA QUINTA CALIFORNIA 92553 SPRINKLER CONTRACTOR: JC FIRE PROTECTION TELEPHONE: ADDRESS: 81-705 DE ORO AVE., FAX: INDO , CA 92201 DESIGNER: FD SWAY BRACE IDENTIFICATION NO. "A" X LATERAL (TO BE USED ON PLAN) LONGITUDINAL LENGTH OF SWAY BRACE 7'-0" MAX ORIENTATION OF CONNECTING SURFACE: (TABLE 18.5.9.1) "I" DIAMETER OF SWAY BRACE 1" NFPA 13 2019 TYPE OF BRACE SCH. 40 ANGLE OF BRACE 60-90 FASTENER TYPE: THROUGH BOLT DIA. 5 8" LEAST RADIUS OF GYRATION 0.421 LENGTH: 5.5" MAX. LOAD: 735 LBS L/R VALUE 200 MAXIMUM DISTANCE BETWEEN MAX. HORIZONTAL LOAD: 1604 LBS BRACES PER NFPA: (TABLE 18.5.11.8(b) NFPA 13 2019) 40 FEET SWAY BRACE ATTACHMENTS MAXIMUM DISTANCE BETWEEN BRACES THIS JOB: STRUCTURAL ATTACHMENT FITTING: 40 FEET MAKE: TOLCO MODEL: 909 MAX. LOAD: 2765 PIPE ATTACHMENT FITTING: MAKE: TOLCO MODEL: 1000 MAX. LOAD: 2015 SPRINKLER SYSTEM LOAD CALCULATIONS: SS VALUE 1.50 = 0.70 CP DIA TYPE LENGTH TOTAL WEIGHT TOTAL WEIGHT 1 rr SCH. 40 51-0 51-0 2.05 (0.70)= 1.435 73.19 1.25" SCH. 40 10-0 10-0 2.93 (0.70)= 2.051 20.51 4" SCH. 10 40-0 40-0 11.78 (0.70)= 8.246 329.84 TOTAL WEIGHT OF WATER FILLED PIPE 423.54 WEIGHT OF FITTINGS - ADD 15% 63.53 TOTAL WEIGHT OF PIPE AND FITTINGS 487.07 ** A FLAT WASHER SHALL BE PROVIDED AT EACH END OF THE THROUGH BOLT. THE DIAMETER OF THE HOLE SHALL BE NOT GREATER THAN 1/16 INCH GREATER THAN THE DIAMETER OF THE BOLTS. AUTOMATIC FIRE SPRINKLER SYSTEM PROJECT: MONTAGE LA QUINTA SHEET -_ OF SEISMIC LOADING CALCULATIONS SPA BUILDING SWAY BRACE ASSEMBLIES ADDRESS: 52000 SILVERROCK WAY, LA QUINTA, CALIFORNIA 92553 SPRINKLER CONTRACTOR: JC FIRE PROTECTION TELEPHONE: ADDRESS: 81-705 DE ORO AVE., FAX: INDO , CA 92201 DESIGNER: FD SWAY BRACE IDENTIFICATION NO. "A" X LATERAL (TO BE USED ON PLAN) LONGITUDINAL LENGTH OF SWAY BRACE 7'-0" MAX ORIENTATION OF CONNECTING SURFACE: (TABLE 18.5.9.1) "I" DIAMETER OF SWAY BRACE 1" NFPA 13 2019 TYPE OF BRACE SCH. 40 ANGLE OF BRACE 60-90 FASTENER TYPE: THROUGH BOLT DIA. 5 8" LEAST RADIUS OF GYRATION 0.421 LENGTH: 5.5" MAX. LOAD: 735 LBS L/R VALUE 200 MAXIMUM DISTANCE BETWEEN MAX. HORIZONTAL LOAD: 1604 LBS BRACES PER NFPA: (TABLE 18.5.11.8(b) NFPA 13 2019) 40 FEET SWAY BRACE ATTACHMENTS MAXIMUM DISTANCE BETWEEN BRACES THIS JOB: STRUCTURAL ATTACHMENT FITTING: 40 FEET MAKE: TOLCO MODEL: 909 MAX. LOAD: 2765 PIPE ATTACHMENT FITTING: MAKE: TOLCO MODEL: 3000 MAX. LOAD: 1000 SPRINKLER SYSTEM LOAD CALCULATIONS: SS VALUE 1.50 = 0.70 CP DIA TYPE LENGTH TOTAL WEIGHT TOTAL WEIGHT 1" CPV1 12-0 12-0 0.67 (0.70)= 0.469 5.63 1.25" CPV1 21-0 21-0 1.08 (0.70)= 0.756 15.88 3" CPV1 40-0 40-0 4.83 (0.70)= 3.381 135.24 TOTAL WEIGHT OF WATER FILLED PIPE 156.74 WEIGHT OF FITTINGS - ADD 15% 23.51 TOTAL WEIGHT OF PIPE AND FITTINGS 180.26 ** A FLAT WASHER SHALL BE PROVIDED AT EACH END OF THE THROUGH BOLT. THE DIAMETER OF THE HOLE SHALL BE NOT GREATER THAN 1/16 INCH GREATER THAN THE DIAMETER OF THE BOLTS. rK-'UR1' W - olgIL n 1 APAFLRFaRM M'ERATI:I}1401ST SWAY- 9RACF OL,DI: KINii Fm _uawr LOAM PARALLI-1 TO TI IE 1LH51' s.: l■k +I M.n n11n AM,lne b$xk IR"I halt I :: "' ikvF h.11 Y4r4 It" .Ito YIN rdL•.i ■-ein.1 1'. Ik 1yiy�l.. lb,-.th r .W.& ■ r'r%I Pr JI'} N.d LYlwao I.P- Cifth.1 L,I la I k3', : 1::'L + -4 Lm7A1l Pev 117:46 13 and r■■mrr ornt kor*rd w% A.Li, h&MAN& Ll Lrd tlVl. Irainl. . 1.41 in.lrwl I L.d d.rWrw FIGURE 14-(3;own2 A PA PER 0C 1(&IANDL RAtF:D r-INST SWAV ffiLA E RLOC'KIM E0k SEISMIC WALk4 PARALLEL TO THE JOIST �r.4 Iw A-n A. I41 ■P ISw RW InrWlhulh.l� Lln I; ktw ; . h dbhy I. YIrII „k, d -h ' M4,.TA�Tra-Sl�iFl. q-- k-.1#L.T• 1 . Y:C L }• r�1r1 Y7,4� k y, rd1 IA. IM4A I2R6. 1 I.4'I W_j I /5 L.I lmffA Fat NFPA 13 ■FIE w,P"FPrium+ In,lForklnR. ifu.6o-nr.inil Ill�ul ItKXI': k-I ..�+rr r{Frr•s xm +VA-itirrwrr�r wo.d a.. AUTOMATIC FIRE SPRINKLER SYSTEM PROJECT: MONTAGE LA QUINTA SHEET 1 OF SEISMIC LOADING CALCULATIONS SPA BUILDING SWAY BRACE ASSEMBLIES ADDRESS: 52000 SILVERROCK WAY, FA QUINTA CALIFORNIA 92553 SPRINKLER CONTRACTOR: JC FIRE PROTECTION TELEPHONE: ADDRESS: 81-705 DE ORO AVE., FAX: INDO , CA 92201 DESIGNER: FD SWAY BRACE IDENTIFICATION NO. "A" LATERAL (TO BE USED ON PLAN) X LONGITUDINAL LENGTH OF SWAY BRACE 7'-0" MAX ORIENTATION OF CONNECTING SURFACE: (TABLE 18.5.9.1) "I" DIAMETER OF SWAY BRACE D NFPA 13 2019 TYPE OF BRACE SCH. 40 ANGLE OF BRACE 60-90 FASTENER TYPE: THROUGH BOLT DIA. 5 8" LEAST RADIUS OF GYRATION 0.421 LENGTH: 5.5" MAX. LOAD: 735 LBS L/R VALUE 200 MAXIMUM DISTANCE BETWEEN MAX. HORIZONTAL LOAD: 1604 LBS BRACES PER NFPA: (TABLE 18.5.11.8(b) NFPA 13 2019) 80 FEET SWAY BRACE ATTACHMENTS MAXIMUM DISTANCE BETWEEN BRACES THIS JOB: STRUCTURAL ATTACHMENT FITTING: 70 FEET MAKE: TOLCO MODEL: 909 MAX. LOAD: 2765 PIPE ATTACHMENT FITTING: MAKE: TOLCO MODEL: 1000 MAX. LOAD: 2015 SPRINKLER SYSTEM LOAD CALCULATIONS: SS VALUE 1.50 = 0.70 CP DIA TYPE LENGTH TOTAL WEIGHT TOTAL WEIGHT SCH. 10 1 70-0 1 70-0 111.78 (0.70)= 8.246 TOTAL WEIGHT OF WATER FILLED PIPE 577.22 WEIGHT OF FITTINGS - ADD 15% 86.58 TOTAL WEIGHT OF PIPE AND FITTINGS -63.Bo ** A FLAT WASHER SHALL BE PROVIDED AT EACH END OF THE THROUGH BOLT. THE DIAMETER OF THE HOLE SHALL BE NOT GREATER THAN 1/16 INCH GREATER THAN THE DIAMETER OF THE BOLTS. AUTOMATIC FIRE SPRINKLER SYSTEM PROJECT: MONTAGE LA QUINTA SHEET _L_ OF SEISMIC LOADING CALCULATIONS SPA BUILDING SWAY BRACE ASSEMBLIES ADDRESS: 52000 SILVERROCK WAY, LA QUINTA, CALIFORNIA 92553 SPRINKLER CONTRACTOR: JC FIRE PROTECTION TELEPHONE: ADDRESS: 81-705 DE ORO AVE., FAX: INDO I CA 92201 DESIGNER: FD SWAY BRACE IDENTIFICATION NO. "A" LATERAL (TO BE USED ON PLAN) X LONGITUDINAL LENGTH OF SWAY BRACE 7'-0" MAX ORIENTATION OF CONNECTING SURFACE: (TABLE 18.5.9.1) DIAMETER OF SWAY BRACE D NFPA 13 2019 TYPE OF BRACE SCH. 40 ANGLE OF BRACE 60-90 FASTENER TYPE: THROUGH BOLT DIA. 5 8" LEAST RADIUS OF GYRATION 0.421 LENGTH: 5.5" MAX. LOAD: 735 LBS L/R VALUE 200 MAXIMUM DISTANCE BETWEEN MAX. HORIZONTAL LOAD: 1604 LBS BRACES PER NFPA: (TABLE 18.5.11.8(b) NFPA 13 2019) 80 FEET SWAY BRACE ATTACHMENTS MAXIMUM DISTANCE BETWEEN BRACES THIS JOB: STRUCTURAL ATTACHMENT FITTING: 80 FEET MAKE: TOLCO MODEL: 909 MAX. LOAD: 2765 PIPE ATTACHMENT FITTING: MAKE: TOLCO MODEL: 3000 MAX. LOAD: 1000 SPRINKLER SYSTEM LOAD CALCULATIONS: SS VALUE 1.50 = 0.70 CP DIA TYPE LENGTH TOTAL WEIGHT TOTAL WEIGHT CPVC 1 80-0 14.83 (0.70)= 3.381 270.48 TOTAL WEIGHT OF WATER FILLED PIPE 270.48 WEIGHT OF FITTINGS - ADD 15% 40.57 TOTAL WEIGHT OF PIPE AND FITTINGS 311.05 ** A FLAT WASHER SHALL BE PROVIDED AT EACH END OF THE THROUGH BOLT. THE DIAMETER OF THE HOLE SHALL BE NOT GREATER THAN 1/16 INCH GREATER THAN THE DIAMETER OF THE BOLTS. ]hA;URE 15 RA A �O LI NCE RATrD KT h I"� T R A I FCs SWAY BRACE RL.OE KIN(i FOR SLISMIC LOADS I'LHPEIPOK U L#!k TO-niF.. JOIST it M. ire I:I.I IP% cJ,F 1.1 ' KF'w hFly. i,a:S L4tLry _ - 1�11 I Jw' m.,. k,ylh a a r IIP� Yrc41Ytl Yllll�llr� �' I - - I 1.1 Isar Ikov .dr I.Wh3' o k1 'L t Per SIPAk 13 a"r■■■■bpprLi l■Mrrwa" QMrL. Nwiamtol kW- $910 .rF14ri., I LI Flw�r�lp.�►a�,-la.ln j i.�rY. d{r■V . rzGd4 +ra - Tl-awrr w.ra.�...+�r: ALL EXPOSED PIPE, FITTINGS AND COMPONENTS SHALL BE PROTECTED FROM CORROSION BY FACTORY FINISH OR PAINTING TO COMPLY WITH NFPA 13 16.4.2.1 RISER GENERAL NOTES 1) SPRINKLER SYSTEM SHALL BE MONITORED FOR FLOW, TAMPER, AND TROUBLE BY A UL LISTED OR FM CERTIFIED CENTRAL STATION. +11-6 A.F.F. 4" 10" 120 VAC 2) UNDERGROUND PIPING IS SHOWN FOR REFERENCE TO F.D.C. ELECTRIC BELL ONLY. FIRE SPRINKLER CONTRACTOR SHALL BE LIMITED LISTED FOR OUTSIDE USE TO ABOVEGROUND PIPING AND SHALL BEGIN WORK APPROXIMATELY 6-INCHES ABOVE FINISH FLOOR OR GRADE. FLOW SWITCH W/ RETARD 4 3) BACKFLOW AT STREET READY RISER VALVE W/ WATER PRESSURE GAUGE & DRAIN \� EXTERIOR WALL VALVE (VENT TO ATMOSPHERE) INDICATING CONTROL VALVE WITH TAMPER SWITCH (TYP) �- 1 2.5" x2.5" x4" TO SYSTEM x FDC WITH NST SPRINKLER HEAD BOX CHECK VALVE -EXTERIOR WALL 10 (SEE GENERAL NOTES FOR I DETAILS) APPROVED GLOBE VALVE CD �� +5-0 q A. F.F. FINISH FLOOR 0'-0" v -_ 45' GALV. ELBOW 6" CORROSION - RESISTANT TYPE 304 =� �- 1 STAINLESS STEEL -1 RISER 30 INCH MINIMUM 1_0CLEARANCE f UG1 WALL PLATE (TYP) ` SMOOTH BORE OUTLET GIVING FLOW EQUAL TO 1 SPRINKLER THRUST BLOCK CONCRETE SPLASH PROVIDE HYDRAULIC CALC. PLATE 4" FIRE SPRINKLER RISER MANIFOLD DETAIL NFPA 133 SCALE: N.T.S. FKjk3R.E IA AAA PF.Rri)R]1ANCr P ATF a T•I(}T$T SWAY ORA(-E II1OC'K11<G FOR SEIS.Mi r LOADS PEMIR-.NDIC LL4R TO THE JOIST ■ Yi' A ]'atr rlr lhod SrmL r."r. n- 12d IU k.hMYr:4h .r L. r IYIt �P i oF'�n pyo-luRLl7 r }.I�•r1l,kil�a�,k FFF 314 .414 4 3urr , � :+IJ , 1 I�r rin i 61R rFe1NT I■■re F1e[iilrk b . 1.,tr■3-lytlknpr,S,p.1=i�JTr�skw4hr,n�o4rMtrnYal�a { rrr I -1. m.L , hrwreY ' Lb uri■r .a-0. m Yrk■ WP� n.V- 1 ■ I 1■,idL per NFpi 13 ■■d euubLLle,4 blbscilm 14k he.rurww.l kkw - Sl$■ v�4.k.. 1d k,rt i Ia Ii I%wrlr UeN1�F•e rmrA`LF:, _TY. r PIPING MATERIAL INSIDE DIAMETERS BLAZEMASTER HWC: 150 3/4-INCH PIPE = 0.874 1-INCH PIPE = 1.101 1-1/4-INCH PIPE = 1.394 1-1/2-INCH PIPE = 1.598 2-INCH PIPE = 2.003 SCH. 40 BLACK STEEL HWC: 120 1-INCH PIPE = 1.049 1-1/4-INCH PIPE = 1.380 1-1/2-INCH PIPE = 1.610 2-INCH PIPE = 2.067 SCH. 10 BLACK STEEL HWC: 120 2-1/2-INCH PIPE = 2.635 3-INCH PIPE = 3.260 4-INCH PIPE = 4.260 DUCTILE IRON UNDERGROUND 6-INCH PIPE C-900 PVC UNDERGROUND 6-INCH PIPE HWC: 140 = 6.280 HWC: 150 = 6.080 FKit-RF 17 ,SPA PEBFuxMANCf RATEu r-iinsT SWAY BRACE 1luxK1raLJ YOR StjSMiC LUAW 1'EkPUN0K'ULAR rwniE: JOIST I; a N. iYd titre. y;. 4 RISC-rm 111 l ll'•_ I�"Y f ' i-tl#LY I. a ■ a }i4Xtiwl YJ eu-r.�18171'.'I-]'k -I s Ina.11..p j,rnlcP --" r lrr.l. ka AD i.Ir: r4 r.W ' I.1' ma _"Lti !ih. i� •-• %.II I Y1-I- •�� ■d [i�rn M{II I11' a 2 i�f'In.Pnn INII wb U«k" w.r� iTF W I41Irl b!M bi Aw, Y.rm I - NII I.,yrr .Trol ; • # . do rh,r.k .,rl I.r■Ai+T P,rt bSIh,M A~ 6kdAI 'J' nr„ ball: h.lAlwr.1=d6.,--%.W.L•xrI. mar.., II.W. w - yhr„nr-I.nr. 1i ;F� 1■Ittl4 per tiFMA tlA ■■d m dmrlvreri I■,Fn,rrlllr. t •..' MAXIMUM DISTANCE BETWEEN HANGERS (FT -IN. NOMINAL SIZE (IN)) 3/4 1 1114 1112 2 2112 4 6 8 STEEL PIPE N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 THRLIGHTWALDL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A COPPER TUBE (E) (E) 10-0 10-0 12-0 12-0 15-0 15-0 15-0 CPVC 5-6 (E) 6-6 7-0 (E) 9-0 N/A N/A N/A DISTANCE FROM SPRINKLER TO HANGER 36" MAX. FOR 1' DIA. 48' MAX. FOR 11/4" DIA. �H��__ 60' MAX. FOR 11/2" DIA. OR LARGR 7 PER TABLE 4-5.2.2.1 �_- IF 62SATER THAN 36' MAX. FOR 1' DIA. IF GREATER THAN 48" MAX. FOR 11/4' DIA. IF GREATER THAN 60" FOR 11/2" DIA. OR LARGER HANGER ROD SIZE PIPE SIZE DIAMETER OF ROD PIPE SIZE DIAMETER OF ROD 4" AND LESS 318 6„AND 8" 112 TOP BEAM CLAMP ATRw/RING TYPICAL HANGER DETAILS SUPPORT SPACING AT SPRINKLERS SEE TABLE 1 SEE TABLE 2 CPVC PIPE UL LISTED PIPE CLAMP FINISHED CEILING USE ONLY UL LISTED FASTENERS l I CPVC PIPE TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE PIPE SIZE inches SYSTEM PRESSURE less than 100 psi more than 100 3/4 4 in. 3 in. 1 5 in. 4 in. 11 /4 6 in. 5 in. 1 1 /2-3 7 in. 7 in. CPVC PIPE TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches SYSTEM PRESSURE less than 100 psi more than 100 3/4 9 in. 6 in. 1 12 in. 9 in. 11 /4 16 in. 12 in. 1 1 /2-3 24 in. 12 in. TRAPEZE TYPICAL HANGER DETAILS N.T.S. N.T.S. 100 PSI HANGER NOTES 100 PSI HANGER NOTES UNSUPPORTED LENGTH WITH MAXIMUM PRESSURE EXCEEDING 100 UNSUPPORTED LENGTH WITH MAXIMUM PRESSURE EXCEEDING 100 PSI. PSI. THE HANGER ASSEMBLY SUPPORTING THE PIPE SUPPLYING AN END THE HANGER ASSEMBLY SUPPORTING THE PIPE SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE OF A TYPE THAT PREVENTS SPRINKLER IN A PENDENT POSITION SHALL BE OF A TYPE THAT UPWARD MOVEMENT OF THE PIPE. PREVENTS UPWARD MOVEMENT OF THE PIPE. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A PENDENT THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A POSITION OR DROP NIPPLE AND THE LAST HANGER ON THE BRANCH LINE PENDENT POSITION OR DROP NIPPLE AND THE LAST HANGER ON SHALL NOT BE GREATER THAN 12 IN. FOR STEEL PIPE. THE BRANCH LINE SHALL NOT BE GREATER THAN 12 IN. 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W rrr4r...« .Q,,,. ■,d bell ■ r.�IN■ M r».a++ Vl+d►a+TlWrlp*1YrIa NiWIpM u. pfawf 4■.''M T!y {prOU■11 d an .�.�r Yhtl wY rir.ltil� r ■■�eY.`I«.r'rr-w� aI.Q ti w.F. ".pr OF11'.M-I � arr+■h, of rhY Y4Y[ Ir v.lr. rNarfl by Mw no:rrw: . dr.* +M pRr� OrcA tlw wa,r Irep wa w1w SY#yb, nl�rcf S,'Y- WA•n+r - 1e.d:Yyk.. YYaI■h,4Y ,�. +1rL FYr-w f4hlr is Tw•neal Dare 91ru ,�a-iaa r1■artwa ww�AMN■ mn"aM1 HANGER DETAILS INSPECTOR'S TEST/PRESSURE RELIEF VALVE INSPECTOR'S TEST NOTES PRESSURE - RELIEF VA E-0 I 1) INSPECTOR'S TEST VALVE SHALL NOT BE MORE THAN SEVEN FEET ILI)MAXIMUM ABOVE FINISH FLOOR. V 2) ANY SPRINKLER SYSTEM WITH 20 OR MORE HEADS SHALL BE A■DRAIN MONITORED FOR FLOW, TAMPER, AND TROUBLE BY AN APPROVED THIRD PARTY. 3) INSPECTOR'S TEST SHALL DISCHARGE TO EXTERIOR OF THE BUILDING. 4) IF INSPECTOR'S TEST IS TO BE LOCATED INSIDE A WALL, THEN EXAMPLE 'A' ACCESS PANEL SHALL BE SUPPLIED AND INSTALLED BY OTHERS. INSPECTOR'S TEST DETAIL NTS 1' TO 3.5' PIPE 4' AND LARGER 2' + 1 4' MIN. -7MIN. FIRE RATED WALL / FLOOR WALL ORFLOOR / 1) APPLY FIRESTOPPING MATERIALS IN ACCORDANCE WITH PRODUCT MANUFACTURER INSTRUCTIONS. FIRESTDPPING DETAIL/RATED WALL PIPE CLEARANCE DETAIL PIPE SLEEVE ASSEMBLY SHALL BE IN ACCORDANCE WITH PIPE CLEARANCE SHALL BE IN ACCORDANCE WITH OWNER AND A.H:J• REQUIREMENTS COMMENSURATE WITH WALL RATING NFPA, OWNER AND A.H:J: REQUIREMENTS 9.3.4.2 Unless the requirements of 9.3.4.3 through 9.3.4.7 are met, where pipe passes through holes in platforms, foundations, walls, or floors, the holes shall be sized such that the diameter of the holes is nominally 2 in. (50 mm) larger than the pipe for pipe 1 in. (25 mm) nominal to 3 1/2 in. (90 mm) nominal and 4 in. (100 mm) larger than the pipe for pipe 4 in. (100 mm) nominal and larger. 9.3.4.3 Where clearance is provided by a pipe sleeve, a nominal diameter 2 in. (50 mm) larger than the nominal diameter of the pipe shall be acceptable for pipe sizes 1 in. (25 mm) through 3 1 /2 in. (90 mm), and the clearance provided by a pipe sleeve of nominal diameter 4 in. (100 mm) larger than the nominal diameter of the pipe shall be acceptable for pipe sizes 4 in. (100 mm) and larger. I PIPING MATERIAL INSIDE DIAMETERS MATERIAL: SCH. 40 HWC: 120 MATERIAL: D-IRON HWC: 140 1-INCH PIPE = 1.049 4-INCH PIPE = 4.220 1 1/4-INCH PIPE = 1.380 6-INCH PIPE = 6.280 1 1/2-INCH PIPE = 1.610 8-INCH PIPE = 8.390 2-INCH PIPE = 2.067 MATERIAL: C-900 PVC HWC: 150 MATERIAL: SCH. 10 HWC: 120 4-INCH PIPE = 4.240 2 1/2-INCH PIPE = 2.635 6-INCH PIPE = 6.080 3-INCH PIPE = 3.260 4-INCH PIPE = 4.260 STEEL PIPE PLASTIC PIPE - - - - - ;NERAL NOTES AHJ USE ONLY APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: FIRE SAFETY SPECIALIST 05/31/2022 5:05:42 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # - FSS2022-0061 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 602-870-8358 2425wDPHJADFIN& PHCENIX AZ, 85029 z0 a o 0 0 O U U U_ CNCN N a) o U O W � Q U 0 < LnO O N p z � co U Cy) OL >� Q _U J 0 p W� _ O I U Co CD N LL w L? vC3 o 0 Ln N CD O (n CEO c 0 U > z C: 0 - 0 d c 't N 0) N W = F- z o m o O 0 w Z W [L LU a_ a LU a_ a 0 �I z ~ �� o a W CnTn o 0 0 0_j O Q LL -I U) Z) U) D- U) W 0 D- C01 C0'1 0 c) C0'1 L1 � LILJ o N o N ZO N o N 0 N Ld o LIJ N N N N N zQ I (0 (.0 Y N 0 Y 0 Y 0 Y Y o Y V/ w > > OL a a J Y Z H 1n H 1n H Cn H Cn H w cr CL LQL O Of LQL O Of LLLi O Of LLLi O Of 11 O Of V) ZZZZ Z > > > > >- � LN O LL k� M oV/ LL z 11 EL V/ CO LL Z U N 0 CL NOTES AND DETAILS pgOTECTj COR_ )UV 'et DER 00� Classification C-16 W U License No. e., 996335 _ffi. a/2022 y Z Q PROT�GO4�ti OF t-ALZ'� REVISIONS REVIEW COMMENTS QPLAN 1 03/28/22 A DESIGNER FD SCALE 1/8' = 1-0 CHECK BY FFM FILE NUMBER 21.312 APPROVAL LA QUINTA DATE 02/25/2022 DRAWING No. F P 2 Sheet 2 of 4 Shts �k 0 COORDINATE WITH MECHANICAL DUCT AND OTHER OBSTRUCTIONS IN THE FIELD WHERE NEEDED. MODIFICATIONS TO PIPING WILL BE RECORDED AND RECORD DRAWINGS WILL BE PROVIDED. USE FLEXIBLE COUPLINGS WHERE NEEDED NFPA 13 18.2' FLEXIBLE COUPLINGS A.18.2 STRAINS ON SPRINKLER PIPING CAN BE GREATLY LESSENED AND, IN MANY CASES, DAMAGE PREVENTED BY INCREASING THE FLEXIBILITY BETWEEN MAJOR PARTS OF THE SPRINKLER SYSTEM. ONE PART OF THE PIPING SHOULD NEVER BE HELD RIGIDLY AND ANOTHER PART ALLOWED TO MOVE FREELY WITHOUT PROVISION FOR RELIEVING THE STRAIN. FLEXIBILITY CAN BE PROVIDED BY USING LISTED FLEXIBLE COUPLINGS, BY JOINING GROOVED END PIPE AT CRITICAL POINTS AND BY ALLOWING CLEARANCES AT WALLS AND FLOORS. TANK OR PUMP RISERS SHOULD BE TREATED THE SAME AS SPRINKLER RISERS FOR THEIR PORTION WITHIN A BUILDING. THE DISCHARGE PIPE OF TANKS ON BUILDINGS SHOULD HAVE A CONTROL VALVE ABOVE THE ROOF LINE SO ANY PIPE BREAK WITHIN THE BUILDING CAN BE CONTROLLED. PIPING 2 IN. (50 MM) OR SMALLER IN SIZE IS PLIABLE ENOUGH SO THAT FLEXIBLE COUPLINGS ARE NOT USUALLY NECESSARY. 'RIGID -TYPE" COUPLINGS THAT PERMIT LESS THAN 1 DEGREE OF ANGULAR MOVEMENT AT THE GROOVED CONNECTIONS ARE NOT CONSIDERED TO BE FLEXIBLE COUPLINGS. [SEE FIGURE A.18.2(A) AND FIGURE A.18.2(B).] 18.2.1 FLEXIBLE COUPLINGS JOINING GROOVED END PIPE SHALL BE PROVIDED AS FLEXURE JOINTS TO ALLOW INDIVIDUAL SECTIONS OF PIPING 2'/ IN. (65 MM) OR LARGER TO MOVE DIFFERENTIALLY WITH THE INDIVIDUAL SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED. 18.4' CLEARANCE. 18.4.3 WHERE CLEARANCE IS PROVIDED BY A PIPE SLEEVE, A NOMINAL DIAMETER 2 IN. (50 MM) LARGER THAN THE NOMINAL DIAMETER OF THE PIPE SHALL BE ACCEPTABLE FOR PIPE SIZES 1 IN. (25 MM) THROUGH 3. IN. (90 MM), AND THE CLEARANCE PROVIDED BY A PIPE SLEEVE OF NOMINAL DIAMETER 4 IN. (100 MM) LARGER THAN THE NOMINAL DIAMETER OF THE PIPE SHALL BE ACCEPTABLE FOR PIPE SIZES 4 IN. (100 MM) AND LARGER. 18.4.4 NO CLEARANCE SHALL BE REQUIRED FOR PIPING PASSING THROUGH GYPSUM BOARD OR EQUALLY FRANGIBLE CONSTRUCTION. 18.4.5 NO CLEARANCE SHALL BE REQUIRED IF FLEXIBLE COUPLINGS ARE LOCATED WITHIN 1 FT (300 MM) OF EACH SIDE OF A WALL OR IF THE REQUIREMENTS OF 18.2.3.1(2) ARE MET. AS WITH WALLS, FLEXIBLE COUPLINGS LOCATED WITHIN 12 IN. (300 MM) ON EACH SIDE OF BEAMS CAN ALSO SUBSTITUTE FOR THE REQUIRED CLEARANCES. 18.4.7 NO CLEARANCE SHALL BE REQUIRED WHERE NONMETALLIC PIPE HAS BEEN DEMONSTRATED TO HAVE INHERENT FLEXIBILITY EQUAL TO OR GREATER THAN THE MINIMUM PROVIDED BY FLEXIBLE COUPLINGS LOCATED WITHIN 1 FT (300 MM) OF EACH SIDE OF A WALL, FLOOR, PLATFORM, OR FOUNDATION. 18.5.5.9 WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED IN SECTION 18.2, A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 IN. (600 MM) OF EVERY OTHER COUPLING, INCLUDING FLEXIBLE COUPLINGS AT GROOVED FITTINGS, BUT NOT MORE THAN 40 FT (12 M) ON CENTER. NOT TO SCALE 2.5" HOSE VALVE W/ N.S.T. TO SYSTEM SUPPLY PIPE � VALVE CABINET (RECESSED IN WALL) �j S-0" TO PROVIDE 2.5" CAP 5'-0" FINISH FLOOR 2.5" HOSE VALVE CLASS I MANUAL WET STANDPIPE WITH 2 1/2" CAP AND CHAIN. ALL HOSE VALVES EQUIPPED WITH NATIONAL STANDARD THREADS. YARD HYDRANT DESIGN INFORMATION # OF YARD HYDRANTS DEMAND/YARD HYDRANT 250 GPM TOTAL DEMAND 250 GPM PSI ® HIGHEST FDV 20 PSI SYSTEM DEMAND @ SOURCE REQUIRED @SOURCE PSI 64.4 GPM 250 SUPPORT INTERVAL OF CPVC LINES: LINES PERPENDICULAR TO JOISTS: CPVC SPRINKLER LINES 3" AND LARGER THAT RUN PERPENDICULAR TO JOISTS SHALL BE SUPPORTED TO THE JOISTS AT THE FOLLOWING MAXIMUM INTERVALS: 3" LINE SHALL BE SUPPORTED AT 8'-0" OC MAX CPVC LINES PERPENDICUALR TO JOISTS THAT ARE LESS THAN 3" MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13. LINES PARALLEL TO JOISTS: CPVC LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13 CEI SUPPORT INTERVAL OF STEEL LINES: LINES PERPENDICULAR TO JOISTS: STEEL SPRINKLER LINES 2" AND LARGER THAT RUN PERPENDICULAR TO JOISTS SHALL BE SUPPORTED TO THE JOISTS AT THE FOLLOWING MAXIMUM INTERVALS: 2" LINE SHALL BE SUPPORTED AT 6'-0" OC MAX 2-1/2" LINE SHALL BE SUPPORTED AT 6-0" OC MAX 4" LINE SHALL BE SUPPORTED AT T-0" OC MAX STEEL LINES PERPENDICUALR TO JOISTS THAT ARE LESS THAN 2" MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13. LINES PARALLEL TO JOISTS: STEEL LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13 CEI UPRIGHT SPRINKLERS IN COMBUSTIBLE MECHANICAL CHASE SERVICE PANTRY E 0 AREA 3 POOL ROOMS .15/1604 SF PENDENTS 5.6K NO AREA REDUCTION %/ • VQOMEN'S: QVOMEN'j / :I STE4 ROOM: : SACINA ;I 15P 13P. 15 � 13 ; •I X X/ :I 1• 1: :I ' I .5P '' '' : I :I 16P 1 M 14P • 16• : i;� 14• : I :L=—/: :I :I �rl o: :I GC NOTE: DOUBLE JOISTS REQUIRED ' .I EACH SIDE OF 4" LINES WO?EN'S' THAT RUN PARALLEL TO .I IRESTROOM :I �I JOISTS :I CEI ROOF FRAMING IS WOOD T.J.I. AT 2'-011 O.C. A CEILINGS TIGHT TO BOTTOM OF JOISTS AND BEAMS. (NO COMBUSTIBLE CONCEALED SPACE UNLESS NOTED OTHERWISE) <� > GLULAM BEAM OR STEEL BEAM (TYP) (A)4" SYSTEM RISER W/ 10" ELECTRIC BELL SEE RISER DETAIL ON SHEET FP2.00 ( ) © INSPECTOR'S TEST VALVE IN ACCESS PANEL CO MECHANICAL CHASE D 2.5"X 2.5"X 4" F.D.C. W/ N.S.T. AND CHECK VALVE CLASS 3STANDPIPE WITH 2-1/2" YARD HYDRANT VAT +-3 -0,A.F.F. (CALCULATED FOR 250 GPM @ 20 PSI)(SEE DETAIL THIS SHEET) OF SKYLIGHT ABOVE OFLEX GROOVED COUPLING SHALL BE USED WHEN SPRINKLER PIPE IS PENETRATING A BEAM :I X :I AIR RELIEF VALVE. SEE DETAILS ON SHEET FP2 ....... ............ . . . 00 0 1 ... ........ ♦...... .... 8"PIPE STD. ................................................. ............. . al.... ............. 1 1 1 ...^; ...... ....;-V .................................1 ... ....... STEEL PIPE F............. ^'■■■■■■ ............................... 1 1 ^,S..............I........... ...:..:..•..•...�. ^,s.. ...... 1 1 1 ...........................:0................................. 0.... .......... ..... MEWS RESTROOM Z LOUNGE AREA 1 :I ^1"' ti I• :I TREATMENT ROOM 1 °_s �: .'Z./ zjj�� :I .10/985SF f % PENDENTS :I A� 5.61K — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I............. . ... XA .............. .... 1................ Y=-3(11)/2+55 .. "s.-- ---- zC .. ........ �s:".1 -:s�'� ...../.. j 1� I' o:s 1 Iry Y=-33/2+55 I \ ;° / I :I U7 Y=-16.5+55 I.. ------------ ------ ----- ' Y= 38.5% REDUCTION I... ..TAiAT.RGGM\�...... �i . .7R647..ROOM.. ... ...TREA;.ROOM.......?I ..7R6 i.Rp M........... . ..I / ................ .................... .............. . . . . 100%-38.5%=61.5% I. ,� .. , ................ I-----� T------:t-------1i=s ---= is 61.5%=0.615 I. ...... 1. XB 1:... 1 YB.' .... ...... ..6 lo \5-3-� ao sc o .. 11-0"AFFTYP . . . . .... . .... ... ... .... ..... . . Ti 1500*0.615=922.5 `� . :I1O j: . .. ... . . .. ... (922.5 SF MIN REQUIREDI... ��,....... ��................ ..........: .. i M RE MS .I I 1. • � � EN' SAUNA oom AFTER AREA REDUCTION) I \ �/� I :I .. ............. �...------------------�— -- -------------------------------------- \ \ 1 1 / . \ 1 ..................... .................... .... 1 F \ H WATER/ � 16L ' J •CLO5E'f' ' 1 1 6 1 C A XC M4 •I YC' YD 1 t t+h 14k 1Y2 11h 1>h :_ t+h 1- : _ t+h 11h : i _ D __ __ __ _r—__ 1�_.___ ___}_ __ __ __ _l�___________� _ __ __ __� __ ___ __�__ __ __ __ __ _ __ __ 1�_t__^__ __ __ __ __ 1�________ __ __ __ __ 1�_t_ __ __ __ __ __ �_____ __ 7R7R R7R7 �RT R R7R • ./ •.. . •••• •••• 10=0 :�_ 1 2-9 :15�Q� +� 1x-0 6c ~ 11-Q / : 154 w 15-Q �_ : T1 15-0 w 15-Q� 1 . . ~la 5C I'I ' / la: ^I +XTERIGR la: ^I� �la: ^la... ----�N 117 / ... . .. \ �\ �. 1. l ,t.. , HALT A P1 •j H 15 1 I 1 1 , . POOL • b _--�.---------_ ...+ ...\... 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RM ROOM ROOM ROOM ROOM ROOM ROOM ROOM ROOM ROOM p, 1 1 1 1 1 ............ .... �.......ss................................ ......................... .. �...................... ................... .I................. ................... .�.................. .................. .r................. ................... .�.................. ............ .' lam.... , /./ 10 ........ ...... .... .. .. .. { .. ... ........... .. . . . 1 ...... �. .. ...... /./. �1�/ C/ M2 U8L U7L 11 \ ... .. .. �•. .1�. ........... .. ................. ............ .......1•.. ... ...� .. ............ ......... ..... �+.. .. ...1 ......... ..... L•.. ....... ....... .L•.. ....... ....... .�•.. ..lat .......Lr ....... 9L .:l .... P3 .I. /. / / / ..... .....� .... Mq 6-9 7-6 4-0 6-0 3-6 6-0 3-6 6-0 3-6 5-9 1 iY..••............................ ... .... ................... ................... ..................-_-___________ / DP ROOM --- ------------------------------------ — � B 0 AMW T UPRIGHT SPRINKLERS IN COMBUSTIBLE MECHANICAL CHASE �Ir ------------- II IN �i0 mil 10 00, �I I ji I� I 'ice _ _ �� • �y>� �� • OII I I�.aI/il:l �— 00 � Ij 41k— ■ ■ I, of 1 LOU GE iII , • I I ■� �ulliE IM ii I --3IIIiIIIIIIIr �. I '�• /s ,� y ,►� �l _- - __� = �• �__ � -_ it 0 AREA 2 EQUIPMENT ROOMS .15/1527 SF PENDENTS 5.6K NO AREA REDUCTION FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'-011 2' 8' 0' 4' 16' PLASTIC PIPE STEEL / CPVC PIPE NOTE EXPOSED SYSTEM RISER PIPING AND ALL STEEL PIPE, FITTINGS, OILS AND COMPOUNDS TO BE COMPATIBLE WITH BLAZEMASTER CPVC PIPE AND FITTINGS KEY PLAN AHJ USE ONLY APPROVED Riverside County p Fire Department La Quinta Office of the Fire Marshal By: FIRE SAFETY SPECIALIST 05/31 /2022 5:05:51 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # - Fcc,)n,),)-nnti1 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 602-870-8358 2425WDAHJADFIW, PrKINx AZ 85029 z0 a o � o 0 U U U OCN N N o UU a� W+, O Q U U < Ln O N p Z � c0 U Cy) n 0 Q-D _U o p 0, LLJ Ir- p I U 00 CD r LL LLJ Lc' L: Q LO0 LO N Cfl o LL 0 CD c 0 U > z o, 0 O O c F_ � 't N CA Z < L� o f m o a_ 0 w Z W LU a w 0_ O z ~ WW�� L LJ U) U) o 0 0 0_j O Q LEI > ��0Zof > a W 0- 0 �O 0 of :2 Ld o N o N (0 N o N 0 N LLJ o LLI N N N N N zQ LL I-P Lo Qc� L0 11� U-) Qc� Lo I-C! Ln Y N N o Y 0 Y Y N Y Y V/ 0 0 w w w W z LL LL II O LL O O O O V) U U U U U Z Z Z Z Z > I > I > > > 0o(30. 0 LL I� LO LO LLJ o LL z r-I � a� 0 z U N O SPRINKLER PIPING PLAN WEST pgOTECTj Classification C-16 ' W U License No. e.L 996335 y OZ PROT� OF CALZ� REVISIONS REVIEW COMMENTS QPLAN 03/28/22 0 0 DESIGNER FD SCALE 1/8' = 1-0 CHECK BY FFM FILE NUMBER 21.312 APPROVAL LA QUINTA DATE 02/25/2022 DRAWING No. P P 3 Sheet 3 of 4 Shts IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 602-870-8358 2425WDAWAOPoI£, PrKINx AZ 85029 z 0 o O O� U U U_ OCN N N o U N WQ 0 U H U < ro O O N p Z � cp U ry D 0 QJ _U O p Wcr_ _ p ' U 00 N LL w L? — 0 Q o In LO N C) 0 (n CEO O 0 U j z o, O — 0 0L c F- � N 0) N W H H V Jp � m p a d w Z W y w a a w a a o z ~ ww�� a U) a W U) U) CD 0 0 0-1 O Q LdU) Z)Z) U) a U) w Z 0- �O ��of 00 0 of � Ld oa00oa N N N N N Ld o Ld of N N N N N z U Q Ll- I Y N N o Y 0 Y Y N Y Y w > w > w m w a w m w Z LL LL 1 (ifO LL LL O O O O V) Z Z Z Z Z >1 >1 > > 1>1 -0101(31 LL_ V' J LO L J (n Lu � c W LL a� 0 Z 41 0 N O d SPRINKLER PIPING PLAN EAST pgOTECTj col? ��4L DER o� classification W C-16 U License No. e.� 996335 ffi. s/2o22 y Z p PRO't�GO¢�ti OF CALZ'i REVISIONS REVIEW COMMENTS QPLAN 03/28/22 DESIGNER FD SCALE 1/8' = 1-0 CHECK BY FFM FILE NUMBER 21.312 APPROVAL LA QUINTA DATE 02/25/2022 DRAWING No. FP/4 Sheet 4 of 4 Shts IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 2425WDAHLIA DR\& FIGURE I Figure 2 Figure 3 FIGURE 4 Figure 5 FIGURE 6 602-970$MB PHQJ OX A7r 85029 APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -Joist APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST Sprinkler Pipe Installation CEILING FLANGE BANGER COACH SCREW HANGER JOIST CLAMP HANGER ANGLE BRACKET HANGER OFFSET EYE -SOCKET HANGER EYE ROD HANGER Design Details Z V) o Details provided by Kraig Kirschner, Principle / Q) Technical Committee Member National Fire Protection Shoo metal surcw O Q) U A Supplement to APA Technical Note: Sprinkler Pipe InstallationIF] sheet metal screw Association (NFPA) to Standard for the Installation of 2 -#lox 1 v2" - 2 -#10 x 1 U2" C for APA Performance Rated I -Joists, Form J745 Sprinkler Systems; Hanging and Bracing Calling flan a foist clam hen / / NailO Option Nail Option T- L g g Pastcncr ccntcce P hanger // p 2-clinched 8d (U.113"z21/2") O N Min. 2 screws }tom web face per manufacturers specrficafions l/// 2 -clinched 8d (0. 113" x 21/2") •_ Note: When CPVC sprinkler systems are used, it is the 1/2" max. No.2 SPF or better filler block Sheet metal screw re: dimension and capacity Shectmctal screw _ -_-- / j O N 1 �rl Beating on flange required 2-410x 11/2" No.2 SPF or better filler block 240.l 1/211 - (V I - responsibility of the designer to ensure The pipe and ; when supporting steel pipe Nail Option J ---ring om flange required ----� Nail Option J/ No. 2 SPF or better filler black +J � � � fittings are listed by a listing agency far l-joist systems in Orient horizontal or vertical 2- clinched Rd (0. 113"x21/2" / when s supporting steel 2- clinched Rd(0.113"A21/2") uizo g ical Bearing, flange requred U Min. 6"fen 2 x 4 Orient horizontal or vertical � No.2 SPF or better filler block when supporting steer pipe accordance with NFPA 13. �i a � / ) / 'hen supporting steel pipe Min. 6" length 2 x 4 _1 Q I Min. 6" length 2 x 4 / Hearing on flange required Orient horizontal or vertical 1) I �n / �- No,— or vertical / I I I Q U / Min. 6" IcngOt 2 x 4 1 I I I L Coach Screw Rod /,'i Bye Rod ��j� / Q l0 0 / / 3/8" max. dia. / YL:] O Install per NFPA 13 and manufacturer's instructions ✓/ � v l O � Z � SL , sprinkler sysem pipe I '1 4" vlax. dim. or 500# max, point load 0) L I I � Install per'_�ITA 13 and manufacturer's instructions � D - L:A A '�� Steel spninkler system pipe Install per NFPA 13 O Ld U 4" Max. dia. or 5004 max. print toad Steel sprinkler system pipe Install per NFPA 13 and manufacturer's instructions 4" Max. die, or 500# max. point load i1 i J Install per NFPA 13 Steel sprinkler system pipe Install per NFPA 13 and manufacturer's instructions L 10 Steel sprinkler system pipe 4" Max. dia. ar 5009 mmx. point load O O 4" Max. dia or 500# max point load Steel sprinkler system pipe 4" Max. dia. or 50N max. point load I I I Of I QO I I I O U o 0 W In U 0 LO L N p In I? U 1 o (0 O Q0 D I r� APA v U Q) aO W Forth Na. J745SUP•D 2009 APA- The Engineered Wood Association•www.apawo.d.om Form No.J745SUP•02009 APA- The Engineered Wood Associmion•www.apaw.od.org Form No. J745SUP•02009 APA- The Eari nee red Wood As d.tion• www.opawood.om Forth No. J745SUP•D 2009 APA- The Engineered Wood Association•www.apawo.d.om Form No.J745SUP•02009 APA- The Engineered Wood A-cia�ion• www.ap.w.od.org Farm No. J745SUP•C 2009 APA-The Engineamed Woad Association• www.a powood.org Form No. J745SUP•02009 APA- The East nee red Wood A-d.tion• www.opowood.om I � �•-� O h, (n FIGURE 7 FIGURE 8 FIGURE 9 FIGURE 10 FIGURE I FIGURE 12 FIGURE 13 FIGURE 14 - Option 1 APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED 1-JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST LOAD CARRIED BY FLANGES NFPA 13 STEEL ANGLE TRAPEZE WITH HANGER APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST CPVC HANGER - SURFACE MOUNT CPVC HANGER - OFFSET CPVC HANGER - SURFACE MOUNT CPVC HANGER - DOUBLE OFFSET CPVC HANGER - FACE MOUNT SWAY BRACE BLOCKING FOR SEISMIC LOADS PARALLEL TO THE JOIST Option L Option 2 �phOD 1 / Option 1 Option 2 �� No. 2 SPF or betterhanger block No. 2 SPF or better filler block // Bcarin Ilan d when su li teel �/ No. 2 SPF or better filler block / No. 2 SPF or better filler and slave block g on gc term ppur ng s pipe / Bearing flan e ok, but not re uired Bearing on flange ok, 6nt not required Install - 48" max. length 2x4 far 3" mesa dia = 475# max. point load g O° g q � \ Min. 6" length 2 x 4 / Bearing on Lange ok, but not required In - 4R" max. length 2x6 for 5" max. dia. = 6009 max. Point load / Min. 6" length 2.4 _ Ke. 2 SPF or better filler block / No. 2 SPF or better filler block - /� install hot' xidex ��/_ �_A / Shee mere screw a end i �: / Bearing on flange ok, but not required ��' ry Fleeting on flange ok, but not required t 1 tech Min. 12" long 2 x 6 _ Sheet Metal Screw /yp✓j\`/ Backing nits Sheet metal screw Min. 6" long 2 x 4 7 Min. 6" length 2 x 4 /�j '� Sheet 4 - #10 x 2' /� I' #14x2" 4-#lOxlll2" _ i�/� , � centerline from web Face Nail Option Booking nuts Sheet metal screw Sheet metal screw / No. 2 SPF or better hanger block Nai] tion each end I,'2" stagger `,mil'/ - _ \ 1!2" max. P - - ring m flange ok, but not required 6 - 1Od0(0. 148' x3") see below L � \ ' \_ � Y�� Nail 4 - clinched 8d (0.113 x 2 1/2) � - I 1 1 11 4 - t x L 112" ' Sheet metal screw ° o / 48" Max. length 2 x 6Z 410 112" coo \ �z---LLL✓✓// Nxil ti°n Nall Opliou �o.snm ea - x t ��f �� 4 - ofiached 8d 0 113" x 21/2") ' 4 -clinched 8d (0.113" x 21/2") Sheet metal screw _ © ® < Nail Option \ 2 - 8d (0. 113"z 2 I /2") Center hangerrequired on / / Nail Option t � 0__ l 4 -#lOxl l/2" G \ / / q � � � -�" 4 -clinched Sd 0.113" s 2 ll2" a not re cored ( ) \ Blocking an one side of web Option 2 a Install per NFPA 13 // p Center hanger location ` ,� Center Fastener Vertically l _ ') ° Sheet metal screw thou web font block 0 4 CPVC sprinkler system pipe __� not required I - - On hanger block _ 8 - #l0 xl li 2" Install 48" max. length NFPA 13 trapeze angle iron 2 I /2" Max. dia. = 2909 max. Point load I' '- a Lag Option tlnu web into block 2 x A hanger block tiered 4 on flange or bearing on secured 4" min. 8 - the x 1 to in length 2 x 4'block bearing on flange Nail Option tluo web into block Install per NFPA 13 and manufacturer'; instructions Sheet metal screw each end l0 - clinched Rd (0.113" x 2 l/2") Lag Screw 2 -#lox1 1 42" 1/4. 3 " Install per NFPA 13 and manufacturer's instructions Nail Option each end Slave Piece Sheet Meta] Screw Option CPVC spririkler system pipe Install per NFPA 13 and manufacturers instructions 2 - Rd (0.113" x 2 1/2' Orient horizontal #14 x 3" 3" Max. dia. or 310# max. point load P Install per NFPA 13 and manufactnrcl s instructions p CPVC sprinkler system pipe 12" min. length 2 x 4 centerline from web pace 3" Max. dia.. or 3 to# minx. point load Steel sprinkler system pipe Sheet IMeto Screws 3/4" max. CPVC sprinkler system pipe Install per NFPA 13 and manufacturer§ instructions see note above 2 - #14 x 2" 3" Max. dia. or 3104 map. paint load CPVC sprinkler system pipe 3" Max, dia. or 310#max. point load Install per NFPA 13 and manufacturers instructions CPVC sprinkler system pipe 3" Max. dia. or 3104 max. point load Install per NFPA 13 Steel sprinkler system pipe 4" Max. dia = 500# max. point load Install per NFPA 13 and manufactures s instructions Max. horizontal load = 650# includes a 1.33 duration of load adjustment w Form No. J745SUP•02009 APA-TheE i eered Wood Association•www.a d.o Form No. J745SUP•02009 APA-The En in ered Wood Association•www.a awood.or Form No. J7455UP•02009 APA-The En in ered Wood Associmion•www.a a ood.or Form No. J745SUP•02009 APA-TheE i eered Wood Association•www.a d.o Form No. J745SUP•02009 APA-The En in ered Wood Association•www.a awood.or Form No. J7455UP•02009 APA-The En in ered Wood Associmion•www.a a ood.or Form No. J7458UP•02009 APA-The En ineered god Associmion•www.a uwood.or Form No. J745SUP•02009 APA-TheE i eered Wood Association•www.a d.o rg n Pawn. rg 9 e P 9 9 e P w 9 rg n Pawn. rg 9 e P 9 9 e P w 9 9 P 9 rg n Paw.. rg FE FIGURE 14 - Option 2 FIGURE 15 FIGURE 16 FIGURE 17 FIGURE 18 APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST APA PERFORMANCE RATED I -JOIST SWAY BRACE BLOCKING FOR SEISMIC LOADS SWAY BRACE BLOCKING FOR SEISMIC LOADS SWAY BRACE BLOCKING FOR SEISMIC LOADS SWAY BRACE BLOCKING FOR SEISMIC LOADS CPVC HANGER IN WEB BORE PARALLEL TO THE JOIST PERPENDICULAR TO THE JOIST PERPENDICULAR TO THE JOIST PERPENDICULAR TO THE JOIST No. 2 SPF or better filler and slave block ' Beating on flange ok, but act required o ° ° _ - __ �,,- --- / \ ' �] -__f ._______... °__ °- 0 ]ns1a11both sides I ° Min. 12" long 2 x 6 Lag sew, a ° 1 3" onlcemler typ ical al ° Shmt metal screw �� / 3 - I/4" x 2" D I D Coss Member ,v/^\\v (/�1�� 1nslall sw brace bolt 1.o O a 4S get Met each end °°J Sd common (U.131 x 21l2'� 'i, - clinched 8d ee 114 x (0.137" x 21R") \ \ \\� j J"Ilp 0 0 ° o o ° 5 rnmon 4-1/4' 3"each end __ _ _ a� Option ¢y \'^ ' \ > � Sprinkler Pipe Installation for LIMIT SIDE MOUNTED PIPES TO 1-1/2" A N D Blocking on both sides ofweh \ No. 2 SPF or better bmce blocking -_ Nail Option \ g at mite 4D from any edge \ \ install I - 4V max. length 4 x 6 against webs and under upper flanges 6 - 12d (0,128" x 3 I/4") each end 0i) '� \ APA Performance Rated I Joists I \ __ Jf / weh" fi.i .P,e.en1^heat" ",.snot., U.5 ciliesand,,soda SMALLER -�_` \ \ �y /'� \ who m"help tees quesm"s,� i"e APAneder""rked pmduch. -�,11 - t ° For°ddifion°I°ssisb,xe in speiayina engineered wand praduch, canlve us: as install sway brace bolt �� l Slieelmctalso-amch side \ y y I; `\ pPA NFGD4UiRTiRS - - g - #14 x 3" \ \ j / at min.4D li'um my edge \ it I\\\ 7011 5o. I91h 5r. •Tomma, washmalo 9U66. 253 565 6600 • fin -) 565 7265 /� Lag Option each aide \ Web Blocking instil sway bract bolt 3.'8" min. 24/0 S R.L.g 't- V E _ _ _I H 8 - 1 f4" x 3" S .. at min.14D f'mm any edge \ Pan g f Nail Option each side Lag Screws j',`..� .�. }_,.�Q j t \ wood swctural panel - 10-12d(0.128"x31/4") I O 4-1/4"R112"each Cod Fi.-_-..-....,-}'✓..., \ Nail PRODUCT SUPPORT HELP DESK Lag screw thou side Sheet Metal SLYew3 -t 8d common (ol3l" x 2 ,"2") I (253) 620-7400 E-moo Address: help�appwppd.org I 1 __4 - #14 z 1 1/2" !- ,,��-.,n 1 spaced 3" on center into web blocking �- ' Install per NFPA 13 and manufacturer's instructions 3- 1!4" x 3" y ----I I g ° I DISCLAIMER - 4-- The ,n.,molion.n.med hereto ie battd on APA- hie Engineered Wood Aexidion i c .n Ting €-, I No.2 SPF or better brace blocking 0,1 # No.2 SPF or better brace blocking I I ma 1 wsb_ �h'ng, wpdue rc oft sad romprchead a field a pmeaae. Nelroe, APA I Install 1 - full length vertical 2 x 4 flat m each web between top and bottom flanges - -- I a Install I - full length vertical 2 x 4's flat on each web between top and bottom flanges I" ` ' CPVC sp[inkle[ system pipe m ree�wart re°ke°nrwm'onN. ex re:redo,i,npued. or°ewma °nybganiobirry°r r•won:lbary v.e r ~ most webs and under u cr flan Install 1 - 24" max. length horiecnw.l 2 x 6 ' I ,webs and above or on lower flan ---- -- 3" Max. dia. or 310# max. Dint load •- P L ----------- o Install 1 - 4R" max. length horizwtxl 2 x 6 xg PP gcs z ' 6 w ion of, a^d/oi reP m w�aio z fid mg.. nor, i or remmme"danom i 77 e g agmns gcs p - - Donor 1ante 1�7a I ter 4 w.M rod "d .d a b 1 e gwry I / _ #paFdano h' h dAian de M1di red ad vae d I i Sheet metal screw �� pt�° nhfyra,produeped d.an.. dl d. y 2 #14x3" j Farm No. n45suPi ozone one zoos -. -1 I'' Install per NFPA 13 and manufacturerk instructions4 Install per NFPA 13 and manufacturer§ instructions �J ' Max. horizontal load = 515# Max. horizontal load = 515# - Install per NFPA 13 and manufacturer% instructions includes a 1 33 duration of load adjustment includes a 1.33 duration of load adjustment Install per NFPA 13 and manufacturers instructions Max. horizontal load = 585# Max. horizontal load = I000# includes a 1.33 duration of load adjustment ' includes a 1.33 duration of load adjustment L..L APA O l� Wr� REPRESENTING rHE ENGINEERED WOOD INDUSTRY LL I'LO Form No. J745SUP•02009 APA- The EuRineered Wood AP-d.tion•www.apawo.d.org Form N.,J745SUP•02009 APA- The Engineered Wood Association•-opawood.org Form No. J745SUP• 02009 APA-The Engineered Wood Association• www.apo,e.,xL rg Form No. J745SUP•02009 APA- The EuRineered Wood Association• www.apawo.d.org Form No. J745SUP•a 2009 APA- The Engineered Wood Association• -op awood.org y �:) -I Lo W a IN � dM Sprinkler Pipe lrate llalion br APA Podormante Rated l-lasts (PRI) 2 Sprinkler Pipe Installation for APA Perlormonce Rated l-Joish (PRI) 3 sprinkler Pipe lnsbllotion for APA Performance Rated l-Joish (PRI) 4 Sprinkler Pipe Installation br APA Podormonce Rated-Jots-(PRI) 5 Sprinkler Pipeln.t llationfor APANrfo,m.-Ratedl-Joish(PRIJ 6 Sprinkler Pipelnf llolbnfor APAPerform m,R,Md1-Joish(PN) l Sprinkler Pipe lnsbllofion for APA Performance Rated kb,i,S(PRI) 8 U) cn booing spacing o(hraces depends on pipe size and length of pipe runs and the seismic deetgn eate.gory. 1-joist 11r�111/O/'�J flanges xe assumed to be 1-1/2 inches thick All filler blocking attached to wells is assumed to be norninat 2. No. 2 FIGURE 1 FIGURE 2 FIGURE 5 FIGURE 6 FIGURE B FIGURE 11 FIGURE 12 FIGURE 14 FIGURE 17 O - ` U Sprinkler PipeInstallation Spruce-Pine-Fir(SPF) or better APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED I -JOIST- NFPA 13 STEEL ANGLE TRAPEZE WITH HANGER APAPERFORMANCEIATEDI-JOIST- APAPERFORMANCERITEDI-JOIST- APA PERFORMANCE RATED I -JOIST -SWAY BRACE BLOCKING FOR SEISMIC LOADS PARALLEL TO THE JOIST APA PERFORMANCE RATED I -JOIST -SWAY BRACE BLOCKING FOR SEISMIC LOADS PERPENDICULAR TO THE JOIST I ` • CEILING FLANGE HANGER COACH SCREW HANGER OFFSET EYE -SOCKET HANGER EYE ROD HANGER CPVC HANGER - SURFACE MOUNT CPVC HANGER - DOUBLE OFFSET Slue piece orient horizontal Oplian 1 Option 2 Option 1 Blocking Option 2 Slacking Sheet metal screw: Four - #14,1 z" 318" minimum 24/05pan I for APA Performance Rated I- oasts Design Fastener Ceiling flange minimum ;- No. 2SPF orbetterfillerblockbeoringonflangerequired No 28Pforbatt rfillerblockbeo ngonll.ngerequired No 2SPForbe rfillerblockbeonngonflangerequi d min length 2x4 j N..25PF No 25PFor on one side on both Nail option Five-clinchedBd(0.113"x21/2 LIJ I� J Fa goer when u o in el e. Orent hot z.nfal or ediml when su o n eel e. Orent hot sort of or vediwl when su eel e. O ent hot moral or vertical. ee meal screw ns all per NFPA 13. ,stall per NFPA 13. of web T4O sides m z4D RI ng wood rudure panel ' For in 11 ins in lumber - in f- is Fl na s 1 s n r n bolt sin ss m ins are nn h 2 ttrews-, % s pp g sfe p p .. PP 9 P P PPoni^g s P P - - CPVC s nnkler s rem Steels r nklem be filler block b-,filler black I Na I opt on: ad common sra at °o. rn ]o .t a ag. cr wood sc ew a d o t de, g a..0 pt o e based the / centerline Minimum 6' fen h 2x4 Minimum 6"fen th 2x4 r M nimum 6 length 2x4 -1 Two - #14 x 2' P Ys P Pe p system pipe %/' % �' web Panel nail ttern 'e" ew w 81 - g 1 g 1 " irh 2-1/2 maximum diameer = 4" max mum d-meter = bear ng on f1hus. bear ng on flange %-%''iI (f 01-1 % � 1/ pO (0. III x 2 1/2"1 spaced 3" e of AFSTPA National Design S ecitica.ion NDS-2005) design methods and design ce eat., for S race Pine Fir ; �� I,om web face ok, 6ur not requ'red. ok, but not requ red, %ii ; �1 -� M 3• on center typical ---------- o, met 2 b bl kin Numhcr J745 g P ( 13P P � 1/2' maximums - ' ,,.'' i' 290 pounds mat mum poor Soo pounds maximum point �,,:,' \ Q\� e ' 8d common III o we « g _ „:'-f,�' Coach Screw Rod l load 145 ands e+'oisr loud 250 ounds a Minimum b' Minimum 6" ; -'%� - No. 2 with a s ecific cavil - SG °[ Q42. Sheet metal screws are assumed ro have. the samelxarin smm hand with- /� 1 w p 1 f p P r lois9 yMI -% ' I 1 0.13r x 2 t z' June2CU9 p g Y ( ) g gt j 3/B' m um ; / .'/' / length 2x4 length 2x4 �'- y((�„K� I �� 1 ( / I - -- Sheet metal screw: /�' d'ameteri U I k.% �- Twa - #14 x 3" draw -el capadty per threaded i sh as wood screws Oriented strand board (0513) webs are assmmed to be 3/8 inch thick iy l �' ` ( - % I - m y APA Performance Rated wood liciists (PRI) are often used m conjunction with 1w[h steel and chlorinated of vin 1 : ' ' '"% fx ; j e; 1"", ' G; r� tJ J P > y wtith a design specific gravity of 0.50 per Tabs 11.3 2B of NDS or APA Panel Oeslgn Specif caCce, Form D510, available �' ; "' u' JCi- ; - : ; �_ " ;" / / -,��shear...I screw: -) � h ' " t '/ ` .M. ;-.' Sneer metal screw: ''� Install- brace bah.• '� 1� chloride. (CPVC) " rinkler systems. The. purpose of this technical note is oo provide some basic u - </� /,! �' V / way P Y P npos p g scan n aP-ro j ;" Four- #10 x 1-1/7 )' at www a a cod cr ublicaiions. All filler'olo^.kin attached m webs is assumed to be mminal 2x SPF lumber. ,'' ;!?Y' '' ; - I T Four - # to x I- 1/2' ..% 1` No. 2 SPF or bener Ii11er Dori slave block '�" ' No. 2 SPF or bener filler and slave 61«k mwmum 4D from an ed e 7 ✓ Pw' g/P g ,' '�% Q` � "'I.pn.n. F.ur-clinched I� Y e F- ide methods of attachment of steel and CPVC s mkler 'stems m PRI joists. -dl destgas should be checked by ' %� 1 Nail o r Four - cliched beonng on Flo,ge ok, but not requbed. ,goof,, - A.nge ok, boo ,or inquired. �' i p[ P[ 7 1 ./ p o r 1 ; -\j' ; ';' % �: - / _ _ Ed (0 3 / ) Sd 0.113" x 2-1 /2" Install both sides m nimum 72' long 2x6 Install both sdes m nimum 12" Iona 2x6 No.2 SPF or bener brow blocking � d r°fessinnal to assure the ode of not only the hart er and fasteners used but the. ca a o: the 1- ui,o, � :'' " j ; ' '/ Center honger beet., y % I 1 ) / Z �� design p .. gooey y g s P oiy J Joist Design I l; / j� 1'�✓ Install one -full length venicol 2x4 flat on Install per NFPA 13 and r'' � �.� L„' '/ of required C In 11 r NFPA t F r hi h Install r NFPA 13 and.-fi doter', o0bleiions. Sheet metal screw throw h web into blade: Ei N - #10 x 1-1/2" Sheet metal screw each side: Eight - #14 x3' .. sheer mewl j site pe Sand mono -sore 's' uctiorss. p? g geach web between top and balom flanges a mantrfa ""'inslnxlI - lheirrseives. When CPVC sprinkler systems are used it is the responsibility of the designer to ensure the f Sheet metal,: P n P y ! pipe Mos[wood l-jots[destgtl[abl25 are based on an a55u1ned uniform load. Joists and other supporting Systems must be Sheet metal T -#10.1-12' y CPJC spnnkler system pipe 3"maximum diameter or CP/C sprinkler system pipe 3'maximum diomeler or Log.P,_tMugI, web into block: Eight x11/2 Lag option each side: Ei9ht-1/4'x3 Install one-24"maximum le hh°rizontal 2x6 Maximum load=515 ound'ucludes - w:T #lOxfio6./ I ^4r P �^1II 310 ounds maximum Dint load ail o lion Mrou h web into block: Ten -clinched 10d Nail n each side: Ten -clinched 12d 0.128' x 3-1 4" 11 and fittings are listed b a listing a for l=Dist s tents in accordance with NFPA 13. Design exam res in ew: Twa-#lOx 1-1/2' 310 ounds maxim ant load P P N P 8 optic ( / ) r g Y g gz^tT J Ss g P ed m ear the added wet ht of the inkier stem- This m asitate the use of deeper i sts, gists with �Na n'o opt on Two clothed !,i No I opton: Twa clinched p m po against webs and above o o, lower flanges a t , du,ar'on °f bad adjustment 'esign carry g spr y ay ogee pr j j Naito two. Two -clinched � � (0.128"x3'I 258 ds this Lec rnical note are based on the assumptions outlined below. ° Imbll p•r NFPA 13. J p �t 8d (0.113" x 2-112'1 8d (0.113 x 2-1/2"1 ( poun per Joist) p shorter spas, loser spacing and/or a different 1 joist series with higher moment and stiffness capacities rn' a f4aage. / Ed (0.1 l3" x 2-1 /2") _ _ i Install per NFPA113 and 4 ra-mum d inatmdions. Steel sprinkler system pipe Install per NFPA 13 and 4" n i d m dkr instructions. Imb11 per NFPA 13� I Instill per NFPA 13 and manufacturer's .d". tans. Install per NFPA 11 and I000 lurer's instructions. Steel sprinkler system pipe 4" m um di -miner or 4' maximum diameter or Steel spnnkler system pipe 4" maximum diameter or Skel sprinkler system pipe 4' ma m diameter ter Ins p1148" maximum Log Screw: One - 1/4 x 3' Sheet metal screw Maximum hon:omol load = 650 pounds includes a Maximum hori:onlol food = 1000 pounds includes a _ Permitted Fasleners 500 pounds maximum point laadim 500 pounds maximum boot load 500 pounds maximum point load 500 pounds minimum point load. length NFPA 13 °ogle iron - J Sheaf metal screw option. One - #14 x 3 FIGURE 13 1.33 durmion of food adluslment t 33 duration of load ad'lustmem I 1 J Coach Screw Rods and Lag Screws plion: One - #14 x 3' Centerline Mom web FIGURE 18 FIGURE 19 I �•/ Chapter 9 0l the National Fire Proteclien Association (NFPA) 13, Standard Jor the IruLala!ion of Sprinkler Sys!ems, iisls NFPA 13 limits tire use of coach screws. This precludes the direct attachment of coach screw rods to the flanges of Centerline from web face 1/2" maximum APA PERFORMANCE RATED I-JOIST-CPVC HANGER - FACE MOUNT w the. approved fasteners for use in wood and other materials. I- 3/4" maximum APp PERFORMANCE RATED I -JOIST- END AND EDGE DISTANCES, LOADED AND UNLOADED p- good I- Discs. 1 a s s mitred; however, the designer must remain aware that oil the threaded o Slave piece orient hodzonral. N 1 g cr w are per g y p r 12"minimum length 2x4. Option 1 Option 2 CPVC HANGER IN WE6 BORE LL FIGURE 3 FIGURE 4 FIGURE ] FIGURE 15 NFPA 13R, Smndard ar the Installation o S rinhler S'srems in ftes;dendal Occa des u to and 1ntludln Four Smnes in taco is used for design andthatthe lull length of the lag screw is not threaded (sze NDS "fable L2 for dimensims), srr s No.2 SPF or 2x4 hanger block Loaded edge, 1I1r�/1 l f f p ) pan P g While fastener penetration into the edges of the I jot h webs is permissible (through the flange face), it is recom- APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED 1-JOIST - APA PERFORMANCE RATED I -JOIST- LOAD CARRIED BY FLANGES benerfiI."r block bearing on flange y\ I APA PERFORMANCE RATED 1-JOIST-SWAY BRACE BLOCKING FOR SEISMIC LOADS PERPENDICULAR TO THE JOIST a distance \� a k� Height, inquires pipe: harrgirlg atul bracing nleuoods complying with NFPA 13. P 8 ] p ( g gJOIST CLAMP HANGER ANGLE BRACKET HANGER b .hog on ux,.i r beonng on severed End P� mended that web-e Penetration not be added m the withdrawal -[rum -flan [ace t-aloe - ok, but not requned 4^ minim m length 2x4 SP.du C P c 48" maximum block beorin flan Lag screw: Three - 1/4" x 2" betwee disbrce NFPA 13D, Staodurd for the lnstallatuat f Sp,.H,r Systems in One- and 7-Furrrily Dsvellrngs and Manufactured Hcmcs, Jots clamp hanger per No. 2 SPF ter bener tiller black beonng on Flange required - Sheet natal screw: hvo - #l0 x 1-t/2^ - g on ge ' peci Nail opnoo. Two - Ed (0.113 x 2-1 /2'I ength 2.6 Install NFPA 13 and bath in inn ufacturer'ss ficatians when supporting steel pipe. Orient harizomalavertical.-IGURE9 FIGURE IO F 1 Sheet metal screw each� lag screw rhrou hside:-_ Per crow require only [liar pipes supported by structural members bz supported by methods zemparablz ro chose required by re: dimension and ca % Minimum 6^fen h 2xa i // ,, / sheet merol screw:-/ g anufanurer•s instmcg°ns. - - I S %, ,., ;! dl'[1., IOx I-I/2: t Three-7/4::x3. m potty �tII,� g APA PERFORMANCE RATED I -JOIST- APA PERFORMANCE RATED I -JOIST- Four- #10 x 2" CPVC Sprinkler system pipe local plumbing codes. Check local r:rxie. \\ .I � �' ', CPVC HANGER - SURFACE MOUNT CPVC h1ANGER-OFFSET Two Bd 0.113"x71/2' -C.-honger P S 3"maximum diameter or / -Unloaded Deli Lead As lions j i� G� ,%� / Cenhrfostaner vedimlly Nail option eodl end l/2'stogger. ( 1«oton ism re ed 310 ds naxmun 'hood d disblue �'T` / on ban bl«k -k quit poun pwn Spaung between a 9e gn p / / , Ty T .<'" .,r ,�.� get Option 1 Option 2 OPtlon 1 Option 2 S'x 1 Od (0.148' z 3'1 ' Install sway brace bah m rows of bolts '%' / i ;'➢ Socking nuts Sheet metal screw: Backing nNs Sheet moral screw - Install per NFPA 13 end manufacturer's instructions. mum 4Dirom an ed a / Install per NFPA 13 and The design ndormation m Tables A-F is provided for the selection and sizing of structural mennbers and coanecrioiss -Eye and - � - j � CPVC: nnkler rem 3' m um diem.., or y g anuiadarers instructions. J I "I:^!\�'''�� ,� I Four-#IOx1-1/2" Four-#lOx 1-1/2" P sys Pipe the su art of the s nnkler s ystem. The ca [ •information the kss o[henxtise s tied, - �''� /'' Nail Sh.1 t Pin,: 0.500 310 pounds maximum point load (]55 pound- per joist) No.2 SPF orbener board blockin Ireton one- 48" Maximum load = 585 Inds PP P 7 pan } give figivPs, peer option: p maim g p.0 is based on the 2009 Amomatic nnkler 5 ferns Handb NFPA 13 and is bassi on an assumed maximum span a.- / /:',' Four - cinched Sd war dn<hed ad um length 4x6 age nst webs and under upper bongs: ndudea o 1.33 dumron m SP Ys oak, P (0.113'x21/2) (0.113'x 21/2') food adiuslmenf (243 pounds per lolsf) be pip, supports as shown m Table A for Schedule 40 steel pope or Table B for Schedule HO CPVC pi N perm-- No. 2 SPF or bener ++ �++ FIGURE zo ently fiEcd with w era An additional allow -nee is made for a ,'lush term additional load of 250 ,utucl attachments. _ 1 hanger block bear ng Install per NFPA 13 and No. SPF or � install per NFPA 13 and No. 2 SPF or ��u%\-J•Jj' Sheet meta spew: on (Ian a aired when / 1 g req n at _ - m n fa r h mFVC mri ter a ingru[Nons. MAIN AND SIDE MEMBERS ��-/�yll a u dote 's ra udions bener filler block better filler block , Two #IOx I-1!2" su -rtin steel e. See NFPA 13 for spans vn[h other types and diameters of ptping. A duration -of -load factor of 0.9 a used for perma- PP g P'p CwC s kler s spnnkler symm pipe bee fl ° Nail option: poi^ ystem pipe bearing on flange 3' m. 'ng on ange FIGURE 16 neat loads, and 1.6 is used 'or [he short-term loads and f r seismic loads in the hracin desi ns. For .seismic Inads d lnabll p•r NFPA 13. mp two - clinched ") bstok -tee' maximum length 2xa for iI moxi 3" maximum diameter or ad ok, bin uor required. 3' maximum dtom ooi,a I310 ok, but nor"1-911d. Main member -the lest z 8 g Insi1 per NFPA 13 and menulo om di -to, instructiorrs. Steel sprinkler system pipe 0 113 x 2-1/2") diameter = 475 mum pounds maximum point lead Minimum 6" length 2.4 pounds maximum point loud Minimum b" length 2.4 APA PERFORMANCE RATE01-JOIST -SWAN BRACE BLOCKING FOR SEISMIC LOADS PERPENDICULAR TO THE JOIST member/members Steel sprinkler system pipe 4" maximum dtonreter or 4' maximum diameter or ( pounds maximum paint food 500 pounds maximum paint load 500 pounds maximum point load Install - 48' maximum length 2x61or 5' maximum Imlall per NFPA 13 and menubdurar's instrvdions. penehoted by the fastener. y-•r diameter = 6p0 pounds maxim.. point laud Steel sprinkler system pipe. See nob to 10, Cross member lag screws: Four - 114' x 3" each end Sheer metal screw: _ A Four-#14x3'each end cb - Web blockin21a, screws: Side.ember-the Aot 1 1 ' a ° Four - 1/d" x 2' each end Nail option: Six - 12d '' /. Sigel nrebl screws: ° member penehokd by ,.- Q 10.126" x 3-114', each end - Four- *14 x 1-1/2" each end - Ph fiasienem = ' !^1L Install sway brace boll m 0- minimam 4D from any edge No.2 SPF or Isere, brace blocking Im1a11 per NFPA 13 and 11 Install one fu11length vertical 2x4 flat on manafadumr's imdrueli... och web between top and IV.mflanges /� Momo-o loud=515 pounds 1natoll one - 48" ..ximam I -at, fi-i,.nlol / to Wo, o 1.33 d-ti- of I..d STRUCTURE HANGING 2x6against webs and -,der upper flanges J adjust j258 pounds per ioisrl �' , APA AND BRACING DETAILS Form No. J745 • D 2009 APA-The Engineered Wood Association • www.apawo.d.om Form No. J745 • D 2009 APA-The Engineered Wood Asmciation • www.apawood..mg Form No. 1745.0 2001 APA - The Engineered Wood Associofian • www.-pawood.om Form No. J745 • D 2M9 APA-The Engineered Wood Association • www.apaw°.d.omg Form No. J745 • D 2009 APA-The Engineered Wood Asmciation • www.apaw°od.org Form No. 1745. C 2009 APA- The Engineered Wood Associmton • www.opowood.°rg Form No. 1745.0 2009 APA -The Engineered Wood Association • www.opavrood.om A pgOTECT j0 Sprinkler Pipe lobollotionf,APA Pecforma«e Rated l-Joisls(PRI)I 9 Sprinkler Pipe Josiah.lio,f.,APA Performance Rmed l-Jocts(PRI) 10 Sprinkler Pipe Installation km APA Perfommonce Rated l-1oi5r5(PRI) Il Sprinkler Pipe Installation forAPA Performance Rated l-Joisls(PRI) 12 �,ti¢•�%. R CID 0, n_ For additional information on installing DEFINITIONS Classification OY'Ga TABLE A TABLE D TABLE E and designing with I -joists, ine'.ludtng TABLE F Classification _ information on s tin installation Backer block - Also known as a slave. piece by the sprinkler industry, a backer block ism supplemental piece of from STEEL SCHEDULE 40 PIPE SIZES, SPANS AND WEIGHTS FOR STRUCTURAL DESIGN LOAD CAPACITY: FASTENERS WITH 3/8" DISK SIDE MEMBERSin LOAD CAPACITY: FASTENERS WITH pan ratings, ins LATERAL CAPACITY- I 2-INCH NOMINAL LUMBER FILLER BLOCK C- 16 Hanger Load al Max. Cone. Load Penetration into Side Grain 1/8' STEEL SIDE MEMBER- (SG = 0.421 ON 3/8" I -JOIST W EBwi (161 ing or wood structural panel required Lo augment the thickness of the material anchoring the end of the screw or nail. paring: (pet- quhemen per details, cantilever designs, architectural jy Max Diat. 5 1x Pi Re r Short-term of main M•mb•r Main Member number of 9olta T1u composite of the original piece and die backer block is required ro provide sufficient embedment of doe fastener W 0 Nominal Si- B•Iw••n H..g..- Plus Water) x 1.15 Hang•r for D-ii Design Loadi•I Lag Saew Withdrawal Thickness specifications and engineering design Size: Bohwith (maintain apecifi•d •rig• License No. (in.) (N) vista. Ib Its ban Diameter+°I.w Lateral Load Capacilytsl (lb) m order In develop,,,, re u red ra a V y nger) ,) (per gar) Copib) Wbral Load riea for APA following ,abed Narend Weather end.nd diabna.a) - p q i p city NOTE T O STRUCTURAL ENGINEER A H J USE ONLY 0 (in.) Mein 1-1/2", side 3/e' jib) proper 998335 1�, t 12 27 250 299 Lag sarew Ca/2" (2"H pb) Iat-ors, refer to the (downlo APA p the 1 2 4 5 Beam Clam An .- oy 3-o d mechanical vieca. that w-ra d the. Flan of 1- d t� N 1 /4x2 75 211 DiamebrN in. 1-12'2"La 1/4" 86 172 344 430 P- pprave ps arrnrn geo ].st an perrnirs .sup- ®�. 9�2022 1-1/2 12 a9 250 299 ( ) / ( g) talons available for download from the rtof 1 r ds or other similar devices. ^ Q 1.1/2 15 fig 250 310 5/16:2 91 243 1/4 112 5/16° 109 218 436 545 po pipe nange.se-ir: eye-o •`' IV 3/8x2 77 271 3/8 9] APl web site: 3/8" 127 254 508 635 v19P`'�}�� l••1 �4�•r 2 15 85 250 335 Main Member Thickness Nail Si- Number of Nails Coach screw - An NFPA-13-approved rod -type hanger used to support spriiilctn piping through machine threaded ✓• ! C 2-1/2 15 132 250 382 Boll MR • APA Perforram a Raa:d I Joists, Form Z725 portion at the. lower end of the. hanger via. attachment to a pipe. hanger. At the. upi r end of the hanger is threaded to ?r` PR0 Oiameterie Single Shear Double Sh... 1.1 Diameler"i(I..) 1-1/2' 1 2 4 5 �rr 3 15 180 250 d30 1-1/2° main 3/E•, Sid• 1-1/Z" 6d box (0.099') 40 80 160 20o permit it lobe attached directly to the framing above without due use .[straps or clamps. s� �� 140 • ered jant,r'in Fl Deand R- qjt furmtm6e APPROVED o 3-1 /2 15 231 250 481 1/4 86 109 13d box (0.113") 50 100 200 250 5/t 6 IaD Rnred i-Joists in Floor and Ro f Framing, Eye rod -An NFPA-13-approved redtypehanger used ro support sprinkler piping:hmugh a loop at the loner end of 4 15 281 250 531 5/16 109 136 3/8 155 16d bas fi-(0, 135") 63 126 252 315 s t s a02 a5o 652 3/8 ty 163 Form Di 10 the ban m which the ban nached..Ar the u d of the ban hoe -screw threaded m fadli- 1 bd box (0.135") 69 138 276 345 hanger P1pe geo is a pper and geo is mac t/2 183 bd co..o, (0.1 tat 50 too 200 250 late attachment to the L.i. ,is number of approved straps or clamps using nuts and washers. The threaded and may , 15 Sao 250 11 1 /2 149 W. 5/8 207 8d wmmon (0.131") 65 130 260 325 be. bean[ at a 90 degree. bend to facilitate numerous strap or clamp geotne.[ries. Riverside County Fire Department 8ni 15 866 250 1116 Wood Wbml Load eaScrew Sheet Metal Wood Saewta 1 Od common (0.148") 78 156 312 390 Maxmum (al idistance Is -hanger: NFPA t3. Withdrawal Screw screwl4 padry Jib) tapadryw Withdrawal Sire No. w/z^ 16d comma^ (0.162) 93 186 372 465 Ff11er block- Lumber blocking required in reinforce the web of the 1-jovat to permit the use of hobs or screws to Licit- Sprinkler Pipe Installation for L (Q I I i n t Office i F/--1• f h Fir Marshal elHpeweig... NFPA 13 perAul um N Sprinkler System Handbook. Size No. Mein 1-1/2', Side 7/8" 1161 Capacih 8.2 96(1') Screw Size Number.FScrews Late Lhe attachment of hardware to the web of Lhe 1 joist. a \i( A..l a O C V o the eREVISIONS el Forded. 30 pi, Rv requircmems: NFPA 13, Il xweiR8l of water -filled pipe PLUS 250161. 8x2• 63 60 124 10x2 118 (1") 1 2 4 5 APA Performance Rated 1-joists (d)Rhedule 30pipe. flange The ouLerinost components fan en d 1-joist, t ad of -awn or structural composite to As conditioned to the B u i l d i n //�yy�r Permit B C O M 2 0 21- 0 0 34 the fire l0 x 2' 78 69 143 12 x 2 142 N°. B (0.164') 63 126 252 315 g pone, s o engineered jot ns [uc posies We hmrefield represenrmives i^ many maioru s. -ies d ipod-a ■ ' 12x7' 97 79 98 '4x2 154 No. 1010.190') 78 156 312 390 whoa"help ormrerquezdanzmwlvingAPA imdemarlxdpmdurn. `J, FpraddRonol oasidance in apeGtying engineered wood produclr mrd-cf ue: ABLE B CPVC SCHEDULE 80 PIPE SIZES, SPANS AND WEIGHTS FOR STRUCTURAL DESIGN Max. Dist. Hanger Load Conc. Load Between a Max. Spacing: Requirem sm per ShoN-tents Design Hangeraet lx (Pipe Plus Water) hangerlor Designtm Lend'-, Nominal Size Pn.) 011, (lb/hanger) jib) lot per hanger) 314 5.1/2 15 250 265 1 6 26 250 276 ',. 1-1/4 6-1/2 44 250 294 1-1/2 7 250 311 2 B 106 250 356 2-1/2 9 176 250 426 3 10 285 250 535 (-)Maximum distance between hangers: NFPA 13. (b)For deaign-cppaciy rcpairemenh; NFPA 13 (I x weightofw ,filled pipe PLUS 2501b). 14 x 2" 106 88 109 (a) NDS Senior 11.3.1. No. 12 (0.216') 97 194 388 485 1-Joist-An 1 alrmped engineered evood Structural creamier des.gried lot use as rafters at joists in lloors and roof con- A HEADau4RTe as Y °I NOs Secdon 11.3.1. See Figure 20. (bl side Member l/B-ASTM 436 steel; SG jbl Side Member 3/b"OSB G=a.$a Main Membw 1.1/3"SPF luml,e, Main Membe m42;DOL=1.0;Load (5 1, Pe.endwlor ro Grain; Single shear. IMG,,,lb.DOL.1d`1.O;1Lo°d Parpeond6i'ubrre G,°irysingle Shea,. No. 14 (0.241') lob 212 424 530 1^) Lmerd cap-r.12" nominal lumber tiller black 5G - 0.42) on 3/a' I --Joist web (Ih), s4uctton. This product is prefabricated ruing sawn or strucmra: composite lumber flanges and wood structural panel _ webs, hunched together with ex[erun-type adhesive. 701 5°. 191h Sr.-Tomma, Wo Fi"too"99d66.12531565-6600•Fa•: 1233)565-I265 � • • • • • • S nnkler plans and documents shall Include certification or review and p p PLAN REVIEW COMMENTS 1 � (c)M"laplym6"bled top"city fir C,•=0.67, jet Wtiphmb,.lm•dx"p"ciydre„= wtr"nf",1e,.",i,me"tee,"i" who"forte"e,i i"a"de,oi"_ Id)F.11l-gnafla, straws and wood stowsis not lhrwdad. Minimamdp; nebatian req aired br lag NFPA-13-TheNa.-.1For P-ern..Assouation, Inc.,Standurdforthe lnstallatiun fSp,uISysa:m. FIRE SAFETY SPECIALIST 2/ 4/2 le).a. mot" mambo, i" double shear. ttrews rz Imes bob diameter. NFPA-I3D-The National Fhe Protection Association, Inc., Standard for the Installation oJSpnnklerSys[ems in One -and rW[i-ram.;lynW¢B;ngS'anaManlAj.[LlArfaHomes . PRODUCT SUPPORT H E tP DESK P53)620-7400•E-roil Address; helpO.p...d.ory DISCLAIMER C p signature nature from the Structural Engineer attesting that the plans n s are 05/31 /2022 5: 06: 07 P M PLAN REVIEW COMMENTS A The rnfprmplrpn cant ned here n , baeed on APA n,e Eng...-red woad A . E. of I b duct re and can M1 f Id N M APA Pmemmamba 03/ 1 4/22 NFPA I3R-tie l:ananal F' Protection Association lnc,5tandardfor the installation of Smaller Systems in Residential O r. and lnd.d Four Stories in He h1. cCLLp0.n f up 10 Ing Ig de aka v v d pl'ed try, -u--': powblily . Me tee, wd' or d7 f ',so k ud "d,c The approval Of plans and specifications does not SPF -The abbreviation for S r ce-Pine-Fir, a lumber [ of similar species with a Specific Gravity of 0.42, This p u g oupmgP sbn pmless on fi re eluded a rlxs N C W d' .... _k W.tMoonoarice,boo,.sk,h mesh aeev r,od.o o,o m,t.l aer p wamkmor.shlp or too ,mrrda;oas eerier who, w,ai"a_d woad produU, ore used is ma„ oanln 1 1 I 1 1 1 building. compliant with structural loading OVA �V.A and design for the the deletion, faulty Q Y have lowxsr-suengfapeoperties ammliryr,p.dadpedamm«o,dmiam a: Mawr"mead. N permit violation, omission or groupingof species is considered to the oftraming materials normallyusedin con- atmetiaa mday. an NoJ>46, edJane2°� installation of any requirements of Title 24 or any Tmp- - A sprinkler rinkler pipe supper, systt,hat is attached to two framing members. From ,his support member - L IOd' C t t' h II DESIGNER FD TABLE normally a short piece of pipe or angle'uon - the sprinkler pipe is attached. Conventional support systems are used to supp...L the sprinkler piping from the trapeze and can also he used m support the ends of the trapeze. o Ca r n a n ee S . o n S rue 0 n S a re m a n for inspection SCALE 1/8' = 1 -0 L.HEI.I� B 1 MINIMUM EDGE DISTANCE: JAG SCREWS AND BOLTS IN 1.112' LUMBERI°I Lag Screw and Minimum End Didanu Mininun Fnd Dblmc• Minimum Edg. Diabrsn 7pinimam Edg. Distant. Boll Daimler"Pmalkl le Grain Pwllelb Grain: Perpendimbrp rbGmke Peendkulvtu Gain: Well - The wood structural panel component of an engineered wood 7-joist, whleongers the two mgeiher. h mhflanges Normally the web i5 made of oriented strand beard with a minimum thickness of 318".FFM accessible and exposed purposes until approved by the Fire Department. III UnI-d•d Edg.Jnd4D Loaded Edg•(in.I7D L.W.d WE. (but ,1D Unlood•d Edg• flat 1.513 3/8 1.1/2 2.5/8 1-1/2 5/8 „2 2 3„2 2 3,d (al NDS, sa 1L5. ACKNOWLEDGEMENT Details provided tri c with Kraig Rfndpk Technical Committee Member NFPA 13, Hanging APA PERMIT # -F S S 2 0 2 2 0 0 61 FILE NUMBER 21r348 APPROVAL LA QUINTA di, (bl Reducvng dismrcemeidsunded9esapermismblu provided nor the ge lryknmr,C°, isopplied to wlculorud design wpadrr ND511.6). l-enat',on IKirschner,Installation and bracing See Sup7ltnznt, Sprinkler Pipe lna[allation Details, Foimj745SUP. DATE 03/24/22 REPRESENTING ,HE ENGINEERED WOOD INDUslRI DRAWING NO. F P 5 Form No.J745.02009 APA- TheEngineered Wood Association• www.apawo.d.oig Form No. J745. 02009 APA-The Engineered Wood Association• wwwopawoad.org Form No.J745.02009 APA- The Engineered Wood As iati.n•www.apaw.od.org Form No.J745.02009 APA- The Engineered Wood Ass.ciefion •www.apawo.d.oig Sheet 5 of 6 Shts HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: AREA 1 EDDITION OF NFPA 13: 2016 DISCHARGE DENSITY:.10 DISCHARGE AREA: 985 OCCUPANCY CLASSIFICATION: LIGHT HAZARD COMMODITY CLASSIFICATION: --- MAXIMUM PERMITTED STORAGE HEIGHT: --- STOR. CONFIGURATION: --- HOSE STREAM ALLOWANCE: OUTSIDE: 50 INSIDE: 50 TOTAL: too REQUIRED BASE OF RISER FLOW AND PRESSURE: 248.1 GPM @ 67.3 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC: 84.7 RESIDUAL: 69.2 FLOW GPM: 298.1 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC: --- RESIDUAL: --- FLOW GPM: --- MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.5 GPM @ 16.1 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 225 SF REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: --- FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK300 5.6 1/2" 200' SSU VIKING VK462 5.6 1/2" 200' SSP VIKING VK180 5.6 1/2" 200' SSP INSTALLING CONTRACTOR INFORMATION: NAME: J C FIRE PROTECTION PHONE: 760-625-5908 HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: AREA 2 EDDITION OF NFPA 13: 2016 DISCHARGE DENSITY:.15 DISCHARGE AREA:1527 SF OCCUPANCY CLASSIFICATION: LIGHT HAZARD COMMODITY CLASSIFICATION: --- MAXIMUM PERMITTED STORAGE HEIGHT: --- STOR. CONFIGURATION: --- HOSE STREAM ALLOWANCE: OUTSIDE: 150 INSIDE:1oo TOTAL: 250 REQUIRED BASE OF RISER FLOW AND PRESSURE: 507.5 GPM @ 67.0 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC: 69.7 RESIDUAL: 69.7 FLOW GPM: 657.5 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC: --- RESIDUAL: --- FLOW GPM: --- MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 19.5 GPM @ 12.1 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 130 SF REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: --- FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK300 5.6 1/2" 200' SSU VIKING VK462 5.6 1/2" 200' SSP VIKING VK180 5.6 1/2" 200' SSP INSTALLING CONTRACTOR INFORMATION: NAME: J C FIRE PROTECTION PHONE: 760-625-5908 HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: AREA 3 EDDITION OF NFPA 13: 2016 DISCHARGE DENSITY:.15 DISCHARGE AREA:1604 SF OCCUPANCY CLASSIFICATION: ORDINARY HAZARD I COMMODITY CLASSIFICATION: --- MAXIMUM PERMITTED STORAGE HEIGHT: --- STOR. CONFIGURATION: --- HOSE STREAM ALLOWANCE: OUTSIDE: 150 INSIDE: 1 oo TOTAL: 250 REQUIRED BASE OF RISER FLOW AND PRESSURE: 434.5 GPM @ 63.5 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC: 88.3 RESIDUAL: 60.0 FLOW GPM: 584.5 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC: --- RESIDUAL: --- FLOW GPM: --- MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 19.5 GPM @ 12.1 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 130 SF REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: --- FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK300 5.6 1/2" 2000 SSU VIKING VK462 5.6 1/2" 2000 SSP VIKING VK180 5.6 1/2" 200° SSP INSTALLING CONTRACTOR INFORMATION: NAME: J C FIRE PROTECTION PHONE: 760-625-5908 AHJ USE ONLY 'ROVED Riverside County Fire Department La Quinta Office of the Fire Marshal An FIRE SAFETY SPECIALIST 05/31 /2022 5:06:33 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # - FSS2022-0061 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: F D FIRE DESIGN SERVICES, L.L.C. 602-s7o-8358 2425WDAFUAOPob£. RiCENx Az 85029 zcn o -0 -0 0 OQ) U U O 0 N 0 o U U LLJ O Q U H U < O O O N p Z rro ( c0 U rn L� 0 T LLJ Q U J I__L o U O W o 00 U LLJ 0 - p L0 Lj N co D U 0 41 � O I cc � 0 0 U U j 00 LLJ z CY)0 O 0 41 C 0 It LLJ LU L� p a [0 p a_ 0 o w Z W a_ F- w a a w a a O a Zt z ~ LLJZt a U) a LLJ �U�0° o� 0 0 0 O J LLJ > Cf)U)U� �U)UZ > a w a CQ U) O �� 0 oo�oo N N N N N fLLJ- LLJ o LLJ F- N N N N N \v� 1 z U - Q LOLOLOLO LO Y O O N N N ( Y Y Y Y Y / J Z LL LL LL LL O LL O O O O V) C7 Z C7 Z C� Z C� Z C7 Z � PR(T31yFeTl OIL C'') !� LO LO LLJ C\2 (n (� O/D ,!� L) k� LLJ ., z x E--' 10-01 � a' 0 Z 41 U N O d HYDRAULIC DESIGN INFORMATION PLATES ,?p,OTECT j Classification C-16 0 U License No. e.� 998335 ffi.8/2022 y Z O PRO OF CALZ� REV IS I ONS REVIEW COMMENTS QPLAN 1 03/28/22 0 DESIGNER FD SCALE 1/8' = 1-0 CHECK BY FFM FILE NUMBER 21.312 APPROVAL LA QUINTA DATE 02/25/2022 DRAWING No. F P (D Sheet 6 of 6 Shts SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.0 75.0 1875.0 84.7 298.1 69.2 Available pressure is 15.5 psi (18%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 298.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 198.1 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) Pic 11.0 K= 5.60 16.2 16.2 22.5 P2C 11.0 K= 5.60 16.1 16.1 22.5 P3C 11.0 K= 5.60 17.3 17.3 23.3 P4C 11.0 K= 5.60 17.2 17.2 23.2 P5C 11.0 K= 5.60 23.9 23.9 27.4 P6C 11.0 K= 5.60 21.5 21.5 25.9 P7C 11.0 K= 5.60 21.3 21.3 25.9 P8C 11.0 K= 5.60 23.9 23.9 27.4 1C 11.5 - - - - 16.6 16.2 - - - 2C 11.5 - - - - 16.6 16.2 - - - 3C 11.5 - - - - 17.7 17.3 - - - 4C 11.5 - - - - 17.6 17.2 - - - 5C 11.5 - - - - 24.6 24.0 - - - 6C 11.5 - - - - 22.1 21.6 - - - 7C 11.5 - - - - 21.9 21.4 - - - 8C 11.5 - - - - 24.6 24.0 - - - 1L 11.5 - - - - 43.9 42.8 - - - 2L 11.5 - - - - 45.0 43.9 - - - 5L 11.5 - - - - 47.8 46.9 - - - 6L 11.5 - - - - 48.6 47.7 - - - 16L 11.5 - - - - 52.4 51.4 - - - A 11.5 - - - - 33.8 31.5 - - - B 11.5 - - - - 39.6 39.2 - - - C 11.5 - - - - 42.9 42.5 - - - D 11.5 - - - - 43.2 42.1 - - - G 11.5 - - - - 50.3 49.4 - - - H 11.5 - - - - 51.0 50.1 - - - XA 11.5 - - - - 17.5 16.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) XB 11.5 - - - - 18.7 16.2 - - - XC 11.5 - - - - 25.4 23.1 - - - YB 11.5 - - - - 23.2 22.4 - - - YC 11.5 - - - - 25.6 24.4 - - - YD 11.5 - - - - 25.4 25.3 - - - M1 11.5 - - - - 46.9 46.0 - - - M1X 11.5 - - - - 46.2 45.8 - - - M3 11.5 - - - - 49.8 48.8 - - - M4 11.5 - - - - 51.9 51.0 - - - M5 11.5 - - - - 53.8 53.6 - - - M6 14.5 - - - - 54.2 54.0 - - - M7 14.5 - - - - 57.2 57.0 - - - M8 11.5 - - - - 59.6 59.4 - - - TOR 11.5 - - - - 61.8 61.6 - - - BOR 0.5 - - - - 67.4 67.3 - - - UG1 -3.0 - - - - 68.9 68.9 - - - UG2 -3.0 HOSE STREAM 69.1 69.1 50.0 TP 11.5 - - - - 39.5 39.4 - - - YH 3.0 HOSE STREAM 43.1 43.1 50.0 SRC -3.0 SOURCE 69.2 69.2 298.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -22.5 1.101 PL 0.50 PF 0.6 Pic 11.0 16.2 16.2 22.5 7.6 150 FTG E PE -0.2 iC 11.5 16.6 16.2 0.0 0.085 TL 7.50 PV 0.4 Pipe: 2 -22.5 1.101 PL 0.50 PF 0.6 P2C 11.0 16.1 16.1 22.5 7.6 150 FTG E PE -0.2 2C 11.5 16.6 16.2 0.0 0.085 TL 7.50 PV 0.4 Pipe: 3 -23.3 1.101 PL 0.50 PF 0.7 P3C 11.0 17.3 17.3 23.3 7.8 150 FTG E PE -0.2 3C 11.5 17.7 17.3 0.0 0.090 TL 7.50 PV 0.4 Pipe: 4 -23.2 1.101 PL 0.50 PF 0.7 P4C 11.0 17.2 17.2 23.2 7.8 150 FTG E PE -0.2 4C 11.5 17.6 17.2 0.0 0.090 TL 7.50 PV 0.4 Pipe: 5 -27.4 1.101 PL 0.50 PF 0.9 P5C 11.0 23.9 23.9 27.4 9.2 150 FTG E PE -0.2 5C 11.5 24.6 24.0 0.0 0.122 TL 7.50 PV 0.6 Pipe: 6 -25.9 1.101 PL 0.50 PF 0.8 P6C 11.0 21.5 21.5 25.9 8.7 150 FTG E PE -0.2 6C 11.5 22.1 21.6 0.0 0.110 TL 7.50 PV 0.5 Pipe: 7 -25.9 1.101 PL 0.50 PF 0.8 P7C 11.0 21.3 21.3 25.9 8.7 150 FTG E PE -0.2 7C 11.5 21.9 21.4 0.0 0.110 TL 7.50 PV 0.5 Pipe: 8 -27.4 1.101 PL 0.50 PF 0.9 P8C 11.0 23.9 23.9 27.4 9.2 150 FTG E PE -0.2 8C 11.5 24.6 24.0 0.0 0.122 TL 7.50 PV 0.6 Pipe: 9 -22.5 1.101 PL 4.50 PF 0.9 1C 11.5 16.6 16.2 0.0 7.6 150 FTG T PE 0.0 XA 11.5 17.5 16.9 0.0 0.085 TL 10.50 PV 0.4 Pipe: 10 -22.5 1.101 PL 5.25 PF 1.0 2C 11.5 16.6 16.2 0.0 7.6 150 FTG T PE 0.0 XA 11.5 17.5 16.9 0.0 0.085 TL 11.25 PV 0.4 Pipe: 11 -23.3 1.101 PL 4.50 PF 0.9 3C 11.5 17.7 17.3 0.0 7.8 150 FTG T PE 0.0 XB 11.5 18.7 16.2 0.0 0.090 TL 10.50 PV 0.4 Pipe: 12 -23.2 1.101 PL 5.25 PF 1.0 4C 11.5 17.6 17.2 0.0 7.8 150 FTG T PE 0.0 XB 11.5 18.7 16.2 0.0 0.090 TL 11.25 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -27.4 1.101 PL 0.50 PF 0.8 5C 11.5 24.6 24.0 0.0 9.2 150 FTG T PE 0.0 XC 11.5 25.4 23.1 0.0 0.122 TL 6.50 PV 0.6 Pipe: 14 -25.9 1.101 PL 4.25 PF 1.1 6C 11.5 22.1 21.6 0.0 8.7 150 FTG T PE 0.0 YB 11.5 23.2 22.4 0.0 0.110 TL 10.25 PV 0.5 Pipe: 15 -25.9 1.101 PL 5.50 PF 1.3 7C 11.5 21.9 21.4 0.0 8.7 150 FTG T PE 0.0 YB 11.5 23.2 22.4 0.0 0.110 TL 11.50 PV 0.5 Pipe: 16 -27.4 1.101 PL 0.50 PF 0.8 8C 11.5 24.6 24.0 0.0 9.2 150 FTG T PE 0.0 YD 11.5 25.4 25.3 0.0 0.122 TL 6.50 PV 0.6 Pipe: 17 -45.0 1.394 PL 9.50 PF 1.1 XA 11.5 17.5 16.9 0.0 9.5 150 FTG R PE 0.0 XB 11.5 18.7 16.2 0.0 0.097 TL 11.80 PV 0.6 Pipe: 18 -91.5 1.394 PL 11.50 PF 6.8 XB 11.5 18.7 16.2 0.0 19.2 150 FTG T PE 0.0 XC 11.5 25.4 23.1 0.0 0.359 TL 18.80 PV 2.5 Pipe: 19 -51.8 1.394 PL 11.50 PF 2.4 YB 11.5 23.2 22.4 0.0 10.9 150 FTG T PE 0.0 YC 11.5 25.6 24.4 0.0 0.125 TL 18.80 PV 0.8 Pipe: 20 -1.9 1.598 PL 15.00 PF 0.0 XC 11.5 25.4 23.1 0.0 0.3 150 FTG R PE 0.0 YD 11.5 25.4 25.3 0.0 0.000 TL 17.70 PV 0.0 Pipe: 21 -29.3 1.598 PL 4.00 PF 0.2 YD 11.5 25.4 25.3 0.0 4.7 150 FTG R PE 0.0 YC 11.5 25.6 24.4 0.0 0.022 TL 6.70 PV 0.1 Pipe: 22 -81.1 1.598 PL 94.75 PF 17.6 YC 11.5 25.6 24.4 0.0 13.0 150 FTG T6R PE 0.0 D 11.5 43.2 42.1 0.0 0.148 TL 119.35 PV 1.1 Pipe: 23 -81.1 1.598 PL 2.25 PF 0.7 D 11.5 43.2 42.1 0.0 13.0 150 FTG R PE 0.0 1L 11.5 43.9 42.8 0.0 0.148 TL 4.95 PV 1.1 Pipe: 24 -81.1 1.598 PL 4.50 PF 1.1 1L 11.5 43.9 42.8 0.0 13.0 150 FTG R PE 0.0 2L 11.5 45.0 43.9 0.0 0.148 TL 7.20 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -81.1 1.598 PL 4.75 PF 1.9 2L 11.5 45.0 43.9 0.0 13.0 150 FTG T PE 0.0 M1 11.5 46.9 46.0 0.0 0.148 TL 13.15 PV 1.1 Pipe: 26 -117.0 1.598 PL 17.75 PF 8.4 XC 11.5 25.4 23.1 0.0 18.7 150 FTG TR PE 0.0 A 11.5 33.8 31.5 0.0 0.291 TL 28.85 PV 2.4 Pipe: 27 -117.0 1.598 PL 11.50 PF 5.8 A 11.5 33.8 31.5 0.0 18.7 150 FTG T PE 0.0 B 11.5 39.6 39.2 0.0 0.291 TL 19.90 PV 2.4 Pipe: 28 -167.0 2.950 PL 62.50 PF 3.3 B 11.5 39.6 39.2 0.0 7.8 150 FTG 9R PE 0.0 C 11.5 42.9 42.5 0.0 0.028 TL 117.40 PV 0.4 Pipe: 29 -167.0 2.950 PL 60.50 PF 3.3 C 11.5 42.9 42.5 0.0 7.8 150 FTG 9R PE 0.0 Mix 11.5 46.2 45.8 0.0 0.028 TL 115.40 PV 0.4 Pipe: 29A -167.0 2.950 PL 8.75 PF 0.7 Mix 11.5 46.2 45.8 0.0 7.8 150 FTG T PE 0.0 Ml 11.5 46.9 46.0 0.0 0.028 TL 25.15 PV 0.4 Pipe: 30 -248.1 2.950 PL 8.00 PF 0.8 M1 11.5 46.9 46.0 0.0 11.6 150 FTG R PE 0.0 5L 11.5 47.8 46.9 0.0 0.059 TL 14.10 PV 0.9 Pipe: 31 -248.1 2.950 PL 8.50 PF 0.9 5L 11.5 47.8 46.9 0.0 11.6 150 FTG R PE 0.0 6L 11.5 48.6 47.7 0.0 0.059 TL 14.60 PV 0.9 Pipe: 32 -248.1 2.950 PL 2.75 PF 1.1 6L 11.5 48.6 47.7 0.0 11.6 150 FTG T PE 0.0 M3 11.5 49.8 48.8 0.0 0.059 TL 19.15 PV 0.9 Pipe: 33 -248.1 2.950 PL 2.75 PF 0.5 M3 11.5 49.8 48.8 0.0 11.6 150 FTG R PE 0.0 G 11.5 50.3 49.4 0.0 0.059 TL 8.85 PV 0.9 Pipe: 34 -248.1 2.950 PL 6.75 PF 0.8 G 11.5 50.3 49.4 0.0 11.6 150 FTG R PE 0.0 H 11.5 51.0 50.1 0.0 0.059 TL 12.85 PV 0.9 Pipe: 35 -248.1 2.950 PL 1.75 PF 0.9 H 11.5 51.0 50.1 0.0 11.6 150 FTG E PE 0.0 M4 11.5 51.9 51.0 0.0 0.059 TL 14.75 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -248.1 2.950 PL 1.00 PF 0.4 M4 11.5 51.9 51.0 0.0 11.6 120 FTG R PE 0.0 16L 11.5 52.4 51.4 0.0 0.089 TL 5.04 PV 0.9 Pipe: 37 -248.1 2.950 PL 7.75 PF 1.4 16L 11.5 52.4 51.4 0.0 11.6 150 FTG T PE 0.0 M5 11.5 53.8 53.6 0.0 0.059 TL 24.15 PV 0.9 Pipe: 38 -248.1 4.260 PL 61.25 PF 1.7 M5 11.5 53.8 53.6 0.0 5.6 120 FTG 2ET PE -1.3 M6 14.5 54.2 54.0 0.0 0.015 TL 113.25 PV 0.2 Pipe: 39 -248.1 4.260 PL 148.25 PF 3.0 M6 14.5 54.2 54.0 0.0 5.6 120 FTG 2ET PE 0.0 M7 14.5 57.2 57.0 0.0 0.015 TL 200.25 PV 0.2 Pipe: 40 -248.1 4.260 PL 25.25 PF 1.2 M7 14.5 57.2 57.0 0.0 5.6 120 FTG 2ET PE 1.3 M8 11.5 59.6 59.4 0.0 0.015 TL 77.25 PV 0.2 Pipe: 41 -248.1 4.260 PL 67.25 PF 2.2 M8 11.5 59.6 59.4 0.0 5.6 120 FTG 4ET PE 0.0 TOR 11.5 61.8 61.6 0.0 0.015 TL 145.25 PV 0.2 Pipe: 42 -248.1 4.260 PL 11.00 PF 0.8 TOR 11.5 61.8 61.6 0.0 5.6 120 FTG CB PE 4.8 BOR 0.5 67.4 67.3 0.0 0.015 TL 56.00 PV 0.2 Pipe: 43 -248.1 6.280 PL 3.50 PF 0.0 BOR 0.5 67.4 67.3 0.0 2.6 140 FTG E PE 1.5 UG1 -3.0 68.9 68.9 0.0 0.002 TL 25.50 PV 0.0 Pipe: 44 -248.1 6.080 PL 35.00 PF 0.2 UG1 -3.0 68.9 68.9 0.0 2.7 150 FTG TF PE 0.0 UG2 -3.0 69.1 69.1 50.0 0.002 TL 92.00 PV 0.1 Pipe: 45 -298.1 7.980 PL 44.00 PF 0.1 UG2 -3.0 69.1 69.1 50.0 1.9 150 FTG TG PE 0.0 SRC -3.0 69.2 69.2 (N/A) 0.001 TL 103.00 PV 0.0 Pipe: 46 -50.0 3.260 PL 9.50 PF 0.1 YH 3.0 43.1 43.1 50.0 1.9 120 FTG 2E PE -3.7 TP 11.5 39.5 39.4 0.0 0.003 TL 29.50 PV 0.0 Pipe: 47 -50.0 2.950 PL 14.00 PF 0.2 TP 11.5 39.5 39.4 0.0 2.3 150 FTG ETR PE 0.0 B 11.5 39.6 39.2 0.0 0.003 TL 49.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2022) under license no. 64622225 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 0.001 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 19.2 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: B MATERIAL: THNWL 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 F F45Ell 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 11.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 2.950 4.00 13.00 16.40 6.10 2.00 24.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 75.00 psi Flow: 1875.0 gpm 1XIi1j1 E:IIwI G A U 60.0 G E P 40.0 R E S S 20.0 U R E 0.0 p -14.7 LEGEND 1 Available pressure 84.67 psi @ 298.1 gpm 2 Required pressure 69.17 psi @ 298.1 gpm A. Source Supply Curve B. System Demand Curve s 400600 800 1000 1200 1400 1600 1800 2000 i FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/14/2022NTA - CA - JCP\008 WORKING\CALCS\AREA 1 TREATMENT ROOM.SDF JOB TITLE: AREA 1 Treatment Room (.10/985 sf )(225 SF MAX)(22.5 GPM MIN)(+50/+50 GPM HOSE) WATER SUPPLY CURVE 96+ I I I 88+ o \\\\\\\\\\\\ 80+ \\\\\\\\\\\\ 75.0 psi @ 1875 gpm-> Flow Test Point 72+ I X I P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " 69.17 psi @ 298.1 gpm " 8+ " 0 = Available Water Supply " I" 84.67 psi @ 298.1 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.0 75.0 1875.0 83.6 657.5 69.7 Available pressure is 13.8 psi (17%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 657.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 407.5 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) P1L 11.0 K= 5.60 13.8 13.8 20.8 P2L 11.0 K= 5.60 13.8 13.8 20.8 P3L 11.0 K= 5.60 13.0 13.0 20.2 P3LA 11.0 K= 5.60 12.6 12.6 19.9 P4L 11.0 K= 5.60 13.6 13.6 20.6 P4LA 11.0 K= 5.60 13.4 13.4 20.5 P5L 11.0 K= 5.60 14.4 14.4 21.2 P61, 11.0 K= 5.60 15.2 15.2 21.8 U7L 11.0 K= 5.60 12.9 12.9 20.1 U8L 11.0 K= 5.60 14.0 13.5 20.6 P9L 11.0 K= 5.60 12.7 12.7 20.0 P10L 11.0 K= 5.60 13.4 13.4 20.5 U11L 11.0 K= 5.60 12.0 12.0 19.4 U12L 11.5 K= 5.60 12.6 12.1 19.5 U13L 11.5 K= 5.60 12.8 12.8 20.0 U14L 11.5 K= 5.60 14.1 14.1 21.0 U15L 11.0 K= 5.60 20.0 20.0 25.1 P16L 11.0 K= 5.60 22.9 22.9 26.8 P17L 11.0 K= 5.60 26.2 26.2 28.7 1L 11.5 - - - - 14.0 13.9 - - - 2L 11.5 - - - - 14.1 13.8 - - - 3L 11.5 - - - - 13.3 13.0 - - - 3LA 11.5 - - - - 12.9 12.6 - - - 4L 11.5 - - - - 13.8 13.3 - - - 4LA 11.5 - - - - 13.7 13.2 - - - 5L 11.5 - - - - 15.3 14.5 - - - 6L 11.5 - - - - 16.2 15.1 - - - 9L 11.5 - - - - 13.6 13.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 10L 11.5 - - - - 14.3 13.8 - - - 16L 11.5 - - - - 24.4 21.0 - - - 17L 11.5 - - - - 27.0 26.3 - - - E 11.5 - - - - 13.6 13.1 - - - F 11.5 - - - - 15.2 14.1 - - - G 11.5 - - - - 18.4 15.7 - - - H 11.5 - - - - 20.5 17.5 - - - M1 11.5 - - - - 14.7 13.9 - - - MX1 11.5 - - - - 14.4 14.1 - - - M2 11.5 - - - - 15.1 14.0 - - - M3 11.5 - - - - 17.5 15.7 - - - M4 11.5 - - - - 23.2 20.1 - - - M5 11.5 - - - - 29.2 28.4 - - - M6 14.5 - - - - 34.3 33.4 - - - M7 14.5 - - - - 45.5 44.6 - - - M8 11.5 - - - - 51.1 50.2 - - - TOR 11.5 - - - - 59.3 58.4 - - - BOR 0.5 - - - - 67.2 67.0 - - - UG1 -3.0 - - - - 68.8 68.6 - - - UG2 -3.0 HOSE STREAM 69.4 69.3 150.0 C 11.5 - - - - 13.1 12.9 - - - B 11.5 - - - - 11.8 11.6 - - - TP 11.5 - - - - 11.3 11.1 - - - YH 3.0 HOSE STREAM 14.6 14.6 100.0 SRC -3.0 SOURCE 69.7 69.7 657.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.8 1.101 PL 0.50 PF 0.5 P1L 11.0 13.8 13.8 20.8 7.0 150 FTG I PE -0.2 1L 11.5 14.0 13.9 0.0 0.073 TL 6.50 PV 0.3 Pipe: 2 -20.8 1.101 PL 0.50 PF 0.5 P2L 11.0 13.8 13.8 20.8 7.0 150 FTG T PE -0.2 2L 11.5 14.1 13.8 0.0 0.073 TL 6.50 PV 0.3 Pipe: 3 -20.2 1.101 PL 0.50 PF 0.5 P3L 11.0 13.0 13.0 20.2 6.8 150 FTG E PE -0.2 3L 11.5 13.3 13.0 0.0 0.069 TL 7.50 PV 0.3 Pipe: 4 -19.9 1.101 PL 0.50 PF 0.5 P3LA 11.0 12.6 12.6 19.9 6.7 150 FTG E PE -0.2 3LA 11.5 12.9 12.6 0.0 0.067 TL 7.50 PV 0.3 Pipe: 5 -20.6 1.101 PL 0.50 PF 0.5 P4L 11.0 13.6 13.6 20.6 6.9 150 FTG T PE -0.2 4L 11.5 13.8 13.3 0.0 0.072 TL 6.50 PV 0.3 Pipe: 6 -20.5 1.101 PL 0.50 PF 0.5 P4LA 11.0 13.4 13.4 20.5 6.9 150 FTG T PE -0.2 4LA 11.5 13.7 13.2 0.0 0.071 TL 6.50 PV 0.3 Pipe: 7 -21.2 1.101 PL 2.50 PF 1.2 P5L 11.0 14.4 14.4 21.2 7.2 150 FTG ET PE -0.2 5L 11.5 15.3 14.5 0.0 0.076 TL 15.50 PV 0.3 Pipe: 8 -21.8 1.101 PL 2.25 PF 1.2 P6L 11.0 15.2 15.2 21.8 7.4 150 FTG ET PE -0.2 6L 11.5 16.2 15.1 0.0 0.080 TL 15.25 PV 0.4 Pipe: 9 -20.0 1.101 PL 2.50 PF 1.1 P9L 11.0 12.7 12.7 20.0 6.7 150 FTG 2E PE -0.2 9L 11.5 13.6 13.3 0.0 0.068 TL 16.50 PV 0.3 Pipe: 10 -20.5 1.101 PL 2.50 PF 1.1 P10L 11.0 13.4 13.4 20.5 6.9 150 FTG ET PE -0.2 10L 11.5 14.3 13.8 0.0 0.071 TL 15.50 PV 0.3 Pipe: 11 -26.8 1.101 PL 2.00 PF 1.8 P16L 11.0 22.9 22.9 26.8 9.0 150 FTG ET PE -0.2 16L 11.5 24.4 21.0 0.0 0.117 TL 15.00 PV 0.5 Pipe: 12 -28.7 1.101 PL 0.50 PF 1.0 P17L 11.0 26.2 26.2 28.7 9.7 150 FTG E PE -0.2 17L 11.5 27.0 26.3 0.0 0.132 TL 7.50 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -19.9 1.101 PL 9.75 PF 0.8 3LA 11.5 12.9 12.6 0.0 6.7 150 FTG R PE 0.0 4LA 11.5 13.7 13.2 0.0 0.067 TL 11.45 PV 0.3 Pipe: 14 -40.4 1.394 PL 1.00 PF 0.7 4LA 11.5 13.7 13.2 0.0 8.5 150 FTG T PE 0.0 MX1 11.5 14.4 14.1 0.0 0.079 TL 8.30 PV 0.5 Pipe: 15 -20.8 1.598 PL 4.50 PF 0.1 1L 11.5 14.0 13.9 0.0 3.3 150 FTG R PE 0.0 2L 11.5 14.1 13.8 0.0 0.012 TL 7.20 PV 0.1 Pipe: 16 -41.6 1.598 PL 4.75 PF 0.6 2L 11.5 14.1 13.8 0.0 6.7 150 FTG T PE 0.0 M1 11.5 14.7 13.9 0.0 0.043 TL 13.15 PV 0.3 Pipe: 17 -20.2 1.101 PL 6.00 PF 0.5 3L 11.5 13.3 13.0 0.0 6.8 150 FTG R PE 0.0 4L 11.5 13.8 13.3 0.0 0.069 TL 7.70 PV 0.3 Pipe: 18 -40.8 1.394 PL 3.25 PF 0.9 4L 11.5 13.8 13.3 0.0 8.6 150 FTG T PE 0.0 Ml 11.5 14.7 13.9 0.0 0.081 TL 10.55 PV 0.5 Pipe: 19 -20.1 1.049 PL 8.00 PF 1.1 U7L 11.0 12.9 12.9 20.1 7.5 120 FTG ---- PE 0.0 U8L 11.0 14.0 13.5 20.6 0.132 TL 8.00 PV 0.4 Pipe: 20 -40.7 1.380 PL 4.75 PF 1.4 U8L 11.0 14.0 13.5 20.6 8.7 120 FTG T PE -0.2 M2 11.5 15.1 14.0 0.0 0.127 TL 10.75 PV 0.5 Pipe: 21 -20.0 1.101 PL 8.00 PF 0.7 9L 11.5 13.6 13.3 0.0 6.7 150 FTG R PE 0.0 10L 11.5 14.3 13.8 0.0 0.068 TL 9.70 PV 0.3 Pipe: 22 -40.5 1.394 PL 3.25 PF 0.8 10L 11.5 14.3 13.8 0.0 8.5 150 FTG T PE 0.0 M2 11.5 15.1 14.0 0.0 0.080 TL 10.55 PV 0.5 Pipe: 23 -19.4 1.049 PL 7.00 PF 0.9 U11L 11.0 12.0 12.0 19.4 7.2 120 FTG ---- PE -0.2 U12L 11.5 12.6 12.1 19.5 0.123 TL 7.00 PV 0.3 Pipe: 24 -38.9 1.380 PL 3.00 PF 1.1 U12L 11.5 12.6 12.1 19.5 8.3 120 FTG T PE 0.0 E 11.5 13.6 13.1 0.0 0.117 TL 9.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -20.0 1.049 PL 6.75 PF 0.9 U13L 11.5 12.8 12.8 20.0 7.4 120 FTG ---- PE 0.0 E 11.5 13.6 13.1 0.0 0.130 TL 6.75 PV 0.4 Pipe: 26 -58.9 1.610 PL 13.00 PF 1.5 E 11.5 13.6 13.1 0.0 9.3 120 FTG ---- PE 0.0 F 11.5 15.2 14.1 0.0 0.119 TL 13.00 PV 0.6 Pipe: 27 -21.0 1.049 PL 3.00 PF 1.1 U14L 11.5 14.1 14.1 21.0 7.8 120 FTG T PE 0.0 F 11.5 15.2 14.1 0.0 0.142 TL 8.00 PV 0.4 Pipe: 28 -79.9 1.610 PL 7.50 PF 3.2 F 11.5 15.2 14.1 0.0 12.6 120 FTG T PE 0.0 G 11.5 18.4 15.7 0.0 0.209 TL 15.50 PV 1.1 Pipe: 29 -25.1 1.380 PL 7.50 PF 0.7 U15L 11.0 20.0 20.0 25.1 5.4 120 FTG T PE -0.2 H 11.5 20.5 17.5 0.0 0.052 TL 13.50 PV 0.2 Pipe: 30 -140.4 2.950 PL 8.75 PF 0.3 MXl 11.5 14.4 14.1 0.0 6.6 150 FTG R PE 0.0 Ml 11.5 14.7 13.9 0.0 0.021 TL 14.85 PV 0.3 Pipe: 31 -222.8 2.950 PL 8.00 PF 0.7 M1 11.5 14.7 13.9 0.0 10.5 150 FTG R PE 0.0 5L 11.5 15.3 14.5 0.0 0.048 TL 14.10 PV 0.7 Pipe: 32 -244.1 2.950 PL 8.50 PF 0.8 5L 11.5 15.3 14.5 0.0 11.5 150 FTG R PE 0.0 6L 11.5 16.2 15.1 0.0 0.057 TL 14.60 PV 0.9 Pipe: 33 -265.9 2.950 PL 2.75 PF 1.3 6L 11.5 16.2 15.1 0.0 12.5 150 FTG T PE 0.0 M3 11.5 17.5 15.7 0.0 0.067 TL 19.15 PV 1.0 Pipe: 34 -81.2 1.598 PL 7.25 PF 2.3 M2 11.5 15.1 14.0 0.0 13.0 150 FTG T PE 0.0 M3 11.5 17.5 15.7 0.0 0.148 TL 15.65 PV 1.1 Pipe: 35 -347.1 2.950 PL 2.75 PF 1.0 M3 11.5 17.5 15.7 0.0 16.3 150 FTG R PE 0.0 G 11.5 18.4 15.7 0.0 0.110 TL 8.85 PV 1.8 Pipe: 36 -426.9 2.950 PL 6.75 PF 2.1 G 11.5 18.4 15.7 0.0 20.0 150 FTG R PE 0.0 H 11.5 20.5 17.5 0.0 0.161 TL 12.85 PV 2.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -452.0 2.950 PL 1.75 PF 2.6 H 11.5 20.5 17.5 0.0 21.2 150 FTG E PE 0.0 M4 11.5 23.2 20.1 0.0 0.179 TL 14.75 PV 3.0 Pipe: 38 -452.0 2.950 PL 1.00 PF 1.3 M4 11.5 23.2 20.1 0.0 21.2 150 FTG R PE 0.0 16L 11.5 24.4 21.0 0.0 0.179 TL 7.10 PV 3.0 Pipe: 39 -478.8 2.950 PL 7.75 PF 4.8 16L 11.5 24.4 21.0 0.0 22.5 150 FTG T PE 0.0 M5 11.5 29.2 28.4 0.0 0.199 TL 24.15 PV 3.4 Pipe: 40 -28.7 1.101 PL 4.25 PF 2.3 17L 11.5 27.0 26.3 0.0 9.7 150 FTG ET PE 0.0 M5 11.5 29.2 28.4 0.0 0.132 TL 17.25 PV 0.6 Pipe: 41 -507.4 4.260 PL 61.25 PF 6.3 M5 11.5 29.2 28.4 0.0 11.4 120 FTG 2ET PE -1.3 M6 14.5 34.3 33.4 0.0 0.056 TL 113.25 PV 0.9 Pipe: 42 -507.4 4.260 PL 148.25 PF 11.2 M6 14.5 34.3 33.4 0.0 11.4 120 FTG 2ET PE 0.0 M7 14.5 45.5 44.6 0.0 0.056 TL 200.25 PV 0.9 Pipe: 43 -507.4 4.260 PL 25.25 PF 4.3 M7 14.5 45.5 44.6 0.0 11.4 120 FTG 2ET PE 1.3 M8 11.5 51.1 50.2 0.0 0.056 TL 77.25 PV 0.9 Pipe: 44 -507.4 4.260 PL 67.25 PF 8.1 M8 11.5 51.1 50.2 0.0 11.4 120 FTG 4ET PE 0.0 TOR 11.5 59.3 58.4 0.0 0.056 TL 145.25 PV 0.9 Pipe: 45 -507.4 4.260 PL 11.00 PF 3.1 TOR 11.5 59.3 58.4 0.0 11.4 120 FTG CB PE 4.8 BOR 0.5 67.2 67.0 0.0 0.056 TL 56.00 PV 0.9 Pipe: 46 -507.4 6.280 PL 3.50 PF 0.2 BOR 0.5 67.2 67.0 0.0 5.3 140 FTG E PE 1.5 UG1 -3.0 68.8 68.6 0.0 0.006 TL 25.50 PV 0.2 Pipe: 47 -507.4 6.080 PL 35.00 PF 0.6 UG1 -3.0 68.8 68.6 0.0 5.6 150 FTG TF PE 0.0 UG2 -3.0 69.4 69.3 150.0 0.007 TL 92.00 PV 0.2 Pipe: 48 -657.5 7.980 PL 44.00 PF 0.3 UG2 -3.0 69.4 69.3 150.0 4.2 150 FTG TG PE 0.0 SRC -3.0 69.7 69.7 (N/A) 0.003 TL 103.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 49 -100.0 3.260 PL 9.50 PF 0.3 YH 3.0 14.6 14.6 100.0 3.8 120 FTG 2E PE -3.7 TP 11.5 11.3 11.1 0.0 0.010 TL 29.50 PV 0.1 Pipe: 50 -100.0 2.950 PL 14.00 PF 0.5 TP 11.5 11.3 11.1 0.0 4.7 150 FTG ETR PE 0.0 B 11.5 11.8 11.6 0.0 0.011 TL 49.50 PV 0.1 Pipe: 51 -100.0 2.950 PL 62.50 PF 1.3 B 11.5 11.8 11.6 0.0 4.7 150 FTG 9R PE 0.0 C 11.5 13.1 12.9 0.0 0.011 TL 117.40 PV 0.1 Pipe: 52 -100.0 2.950 PL 60.25 PF 1.3 C 11.5 13.1 12.9 0.0 4.7 150 FTG 9R PE 0.0 MX1 11.5 14.4 14.1 0.0 0.011 TL 115.15 PV 0.1 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2022) under license no. 64622225 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 0.001 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 22.5 ft/sec at pipe 39. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A 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 NTee F F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.50 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: B MATERIAL: THNWL 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 F F45Ell 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 11.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 2.950 4.00 13.00 16.40 6.10 2.00 24.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 75.00 psi Flow: 1875.0 gpm 100.0 80.0 L G A U 60.0 G E P 40.0 R E S S 20.0 U R E 0.0 p -14.7 OQ LEGEND 1 Available pressure 83.56 psi @ 657.5 gpm 2 Required pressure 69.74 psi @ 657.5 gpm A. Source Supply Curve B. System Demand Curve s 400600 800 1000 1200 1400 1600 1800 2000 i FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/14/2022TA - CA - JCP\008 WORKING\CALCS\AREA 2 EQUIPMENT ROOMS.SDF JOB TITLE: AREA 2 EQUIPMENT ROOMS (.15/1527)(130 SF @ U12L)(19.5 GPM @ U12L)(+100/+150 hos WATER SUPPLY CURVE 96+ I I I 88+ o \\\\\\\\\\\\ 80+ \\\\\\\\\\\\ 75.0 psi @ 1875 gpm-> Flow Test Point 72+ I x I P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " 69.74 psi @ 657.5 gpm " 8+ " 0 = Available Water Supply " I" 83.56 psi @ 657.5 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 90.0 75.0 1875.0 88.3 584.5 66.0 Available pressure is 22.3 psi (25%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 584.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 334.5 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) P1P 11.0 K= 5.60 12.4 12.4 19.7 P2P 11.0 K= 5.60 12.1 12.1 19.5 P3P 11.0 K= 5.60 12.8 12.8 20.0 P4P 11.0 K= 5.60 12.7 12.7 20.0 P5P 11.0 K= 5.60 12.4 12.4 19.8 P6P 11.0 K= 5.60 13.1 13.1 20.3 P7P 11.0 K= 5.60 13.4 13.4 20.5 P8P 11.0 K= 5.60 13.1 13.1 20.3 P9P 11.0 K= 5.60 13.8 13.8 20.8 P10P 11.0 K= 5.60 16.9 16.9 23.0 P11P 11.0 K= 5.60 15.6 15.6 22.1 P12P 11.0 K= 5.60 16.1 16.1 22.5 P13P 11.0 K= 5.60 14.3 14.3 21.1 P14P 11.0 K= 5.60 14.6 14.6 21.4 P15P 11.0 K= 5.60 15.0 15.0 21.7 P16P 11.0 K= 5.60 15.3 15.3 21.9 1P 11.5 - - - - 13.2 12.9 - - - 2P 11.5 - - - - 12.9 12.6 - - - 3P 11.5 - - - - 13.6 13.1 - - - 4P 11.5 - - - - 13.6 13.3 - - - 5P 11.5 - - - - 13.3 13.0 - - - 6P 11.5 - - - - 13.9 13.4 - - - 7P 11.5 - - - - 14.3 14.0 - - - 8P 11.5 - - - - 14.0 13.7 - - - 9P 11.5 - - - - 14.7 14.2 - - - lOP 11.5 - - - - 18.1 17.6 - - - 11P 11.5 - - - - 16.6 16.3 - - - 12P 11.5 - - - - 17.1 16.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 13P 11.5 - - - - 14.6 14.3 - - - 14P 11.5 - - - - 14.9 14.6 - - - 15P 11.5 - - - - 15.3 15.0 - - - 16P 11.5 - - - - 15.7 15.3 - - - M1P 11.5 - - - - 14.3 13.9 - - - M2P 11.5 - - - - 14.6 13.9 - - - M3P 11.5 - - - - 15.4 14.3 - - - M4P 11.5 - - - - 18.8 17.0 - - - M5PA 11.5 - - - - 15.6 15.3 - - - M5PB 11.5 - - - - 16.4 15.1 - - - M5P 11.5 - - - - 20.3 17.5 - - - M6 14.5 - - - - 37.5 36.8 - - - M7 14.5 - - - - 45.9 45.2 - - - M8 11.5 - - - - 50.4 49.8 - - - TOR 11.5 - - - - 56.5 55.9 - - - BOR 0.5 - - - - 63.7 63.5 - - - UG1 -3.0 - - - - 65.3 65.1 - - - UG2 -3.0 HOSE STREAM 65.8 65.7 150.0 TP1 11.5 - - - - 13.9 13.9 - - - YH1 3.0 HOSE STREAM 17.6 17.6 100.0 SRC -3.0 SOURCE 66.0 66.0 584.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.7 1.101 PL 1.75 PF 1.0 P1P 11.0 12.4 12.4 19.7 6.6 150 FTG 2E PE -0.2 1P 11.5 13.2 12.9 0.0 0.066 TL 15.75 PV 0.3 Pipe: 2 -19.5 1.101 PL 1.75 PF 1.0 P2P 11.0 12.1 12.1 19.5 6.6 150 FTG 2E PE -0.2 2P 11.5 12.9 12.6 0.0 0.065 TL 15.75 PV 0.3 Pipe: 3 -20.0 1.101 PL 1.75 PF 1.0 P3P 11.0 12.8 12.8 20.0 6.7 150 FTG ET PE -0.2 3P 11.5 13.6 13.1 0.0 0.068 TL 14.75 PV 0.3 Pipe: 4 -20.0 1.101 PL 1.75 PF 1.1 P4P 11.0 12.7 12.7 20.0 6.7 150 FTG 2E PE -0.2 4P 11.5 13.6 13.3 0.0 0.068 TL 15.75 PV 0.3 Pipe: 5 -19.8 1.101 PL 1.75 PF 1.0 P5P 11.0 12.4 12.4 19.8 6.7 150 FTG 2E PE -0.2 5P 11.5 13.3 13.0 0.0 0.066 TL 15.75 PV 0.3 Pipe: 6 -20.3 1.101 PL 1.75 PF 1.0 P6P 11.0 13.1 13.1 20.3 6.8 150 FTG ET PE -0.2 6P 11.5 13.9 13.4 0.0 0.070 TL 14.75 PV 0.3 Pipe: 7 -20.5 1.101 PL 1.75 PF 1.1 P7P 11.0 13.4 13.4 20.5 6.9 150 FTG 2E PE -0.2 7P 11.5 14.3 14.0 0.0 0.071 TL 15.75 PV 0.3 Pipe: 8 -20.3 1.101 PL 1.75 PF 1.1 P8P 11.0 13.1 13.1 20.3 6.8 150 FTG 2E PE -0.2 8P 11.5 14.0 13.7 0.0 0.070 TL 15.75 PV 0.3 Pipe: 9 -20.8 1.101 PL 1.75 PF 1.1 P9P 11.0 13.8 13.8 20.8 7.0 150 FTG ET PE -0.2 9P 11.5 14.7 14.2 0.0 0.073 TL 14.75 PV 0.3 Pipe: 10 -23.0 1.101 PL 1.25 PF 1.3 P10P 11.0 16.9 16.9 23.0 7.8 150 FTG 2E PE -0.2 lop 11.5 18.1 17.6 0.0 0.088 TL 15.25 PV 0.4 Pipe: 11 -22.1 1.101 PL 1.25 PF 1.2 P11P 11.0 15.6 15.6 22.1 7.5 150 FTG 2E PE -0.2 11P 11.5 16.6 16.3 0.0 0.082 TL 15.25 PV 0.4 Pipe: 12 -22.5 1.101 PL 1.25 PF 1.2 P12P 11.0 16.1 16.1 22.5 7.6 150 FTG ET PE -0.2 12P 11.5 17.1 16.5 0.0 0.085 TL 14.25 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -21.1 1.101 PL 0.50 PF 0.6 P13P 11.0 14.3 14.3 21.1 7.1 150 FTG E PE -0.2 13P 11.5 14.6 14.3 0.0 0.075 TL 7.50 PV 0.3 Pipe: 14 -21.4 1.101 PL 0.50 PF 0.6 P14P 11.0 14.6 14.6 21.4 7.2 150 FTG E PE -0.2 14P 11.5 14.9 14.6 0.0 0.077 TL 7.50 PV 0.3 Pipe: 15 -21.7 1.101 PL 0.50 PF 0.6 P15P 11.0 15.0 15.0 21.7 7.3 150 FTG E PE -0.2 15P 11.5 15.3 15.0 0.0 0.079 TL 7.50 PV 0.4 Pipe: 16 -21.9 1.101 PL 0.50 PF 0.6 P16P 11.0 15.3 15.3 21.9 7.4 150 FTG E PE -0.2 16P 11.5 15.7 15.3 0.0 0.080 TL 7.50 PV 0.4 Pipe: 17 -19.7 1.101 PL 10.00 PF 1.1 1P 11.5 13.2 12.9 0.0 6.6 150 FTG T PE 0.0 M1P 11.5 14.3 13.9 0.0 0.066 TL 16.00 PV 0.3 Pipe: 18 -19.5 1.101 PL 8.00 PF 0.6 2P 11.5 12.9 12.6 0.0 6.6 150 FTG R PE 0.0 3P 11.5 13.6 13.1 0.0 0.065 TL 9.70 PV 0.3 Pipe: 19 -39.5 1.394 PL 2.00 PF 0.7 3P 11.5 13.6 13.1 0.0 8.3 150 FTG T PE 0.0 M1P 11.5 14.3 13.9 0.0 0.076 TL 9.30 PV 0.5 Pipe: 20 -20.0 1.101 PL 10.00 PF 1.1 4P 11.5 13.6 13.3 0.0 6.7 150 FTG T PE 0.0 M2P 11.5 14.6 13.9 0.0 0.068 TL 16.00 PV 0.3 Pipe: 21 -19.8 1.101 PL 8.00 PF 0.6 5P 11.5 13.3 13.0 0.0 6.7 150 FTG R PE 0.0 6P 11.5 13.9 13.4 0.0 0.066 TL 9.70 PV 0.3 Pipe: 22 -40.0 1.394 PL 2.00 PF 0.7 6P 11.5 13.9 13.4 0.0 8.4 150 FTG T PE 0.0 M2P 11.5 14.6 13.9 0.0 0.078 TL 9.30 PV 0.5 Pipe: 23 -20.5 1.101 PL 10.00 PF 1.1 7P 11.5 14.3 14.0 0.0 6.9 150 FTG T PE 0.0 M3P 11.5 15.4 14.3 0.0 0.071 TL 16.00 PV 0.3 Pipe: 24 -20.3 1.101 PL 8.00 PF 0.7 8P 11.5 14.0 13.7 0.0 6.8 150 FTG R PE 0.0 9P 11.5 14.7 14.2 0.0 0.070 TL 9.70 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -41.1 1.394 PL 2.00 PF 0.8 9P 11.5 14.7 14.2 0.0 8.6 150 FTG T PE 0.0 M3P 11.5 15.4 14.3 0.0 0.082 TL 9.30 PV 0.5 Pipe: 26 -23.0 1.101 PL 2.25 PF 0.7 lop 11.5 18.1 17.6 0.0 7.8 150 FTG T PE 0.0 M4P 11.5 18.8 17.0 0.0 0.088 TL 8.25 PV 0.4 Pipe: 27 -22.1 1.101 PL 4.50 PF 0.5 11P 11.5 16.6 16.3 0.0 7.5 150 FTG R PE 0.0 12P 11.5 17.1 16.5 0.0 0.082 TL 6.20 PV 0.4 Pipe: 28 -44.6 1.394 PL 10.00 PF 1.6 12P 11.5 17.1 16.5 0.0 9.4 150 FTG T PE 0.0 M4P 11.5 18.8 17.0 0.0 0.095 TL 17.30 PV 0.6 Pipe: 29 -21.1 1.101 PL 7.75 PF 1.0 13P 11.5 14.6 14.3 0.0 7.1 150 FTG T PE 0.0 MSPA 11.5 15.6 15.3 0.0 0.075 TL 13.75 PV 0.3 Pipe: 30 -21.4 1.101 PL 3.25 PF 0.7 14P 11.5 14.9 14.6 0.0 7.2 150 FTG T PE 0.0 MSPA 11.5 15.6 15.3 0.0 0.077 TL 9.25 PV 0.3 Pipe: 31 -21.7 1.101 PL 7.75 PF 1.1 15P 11.5 15.3 15.0 0.0 7.3 150 FTG T PE 0.0 MSPB 11.5 16.4 15.1 0.0 0.079 TL 13.75 PV 0.4 Pipe: 32 -21.9 1.101 PL 3.25 PF 0.7 16P 11.5 15.7 15.3 0.0 7.4 150 FTG T PE 0.0 MSPB 11.5 16.4 15.1 0.0 0.080 TL 9.25 PV 0.4 Pipe: 33 -159.2 2.950 PL 8.25 PF 0.4 M1P 11.5 14.3 13.9 0.0 7.5 150 FTG R PE 0.0 M2P 11.5 14.6 13.9 0.0 0.026 TL 14.35 PV 0.4 Pipe: 34 -219.2 2.950 PL 10.75 PF 0.8 M2P 11.5 14.6 13.9 0.0 10.3 150 FTG R PE 0.0 M3P 11.5 15.4 14.3 0.0 0.047 TL 16.85 PV 0.7 Pipe: 35 -280.8 2.950 PL 13.00 PF 3.3 M3P 11.5 15.4 14.3 0.0 13.2 150 FTG 2ER PE 0.0 M4P 11.5 18.8 17.0 0.0 0.074 TL 45.10 PV 1.2 Pipe: 36 -348.4 2.950 PL 7.75 PF 1.5 M4P 11.5 18.8 17.0 0.0 16.4 150 FTG R PE 0.0 M5P 11.5 20.3 17.5 0.0 0.111 TL 13.85 PV 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -42.5 1.598 PL 12.00 PF 0.8 MSPA 11.5 15.6 15.3 0.0 6.8 150 FTG 2R PE 0.0 MSPB 11.5 16.4 15.1 0.0 0.045 TL 17.40 PV 0.3 Pipe: 38 -86.1 1.598 PL 15.25 PF 3.9 MSPB 11.5 16.4 15.1 0.0 13.8 150 FTG T PE 0.0 M5P 11.5 20.3 17.5 0.0 0.165 TL 23.65 PV 1.3 Pipe: 39 -434.5 2.950 PL 44.00 PF 18.5 M5P 11.5 20.3 17.5 0.0 20.4 150 FTG 2ET4R PE -1.3 M6 14.5 37.5 36.8 0.0 0.167 TL 110.80 PV 2.8 Pipe: 40 -434.5 4.260 PL 148.25 PF 8.4 M6 14.5 37.5 36.8 0.0 9.8 120 FTG 2ET PE 0.0 M7 14.5 45.9 45.2 0.0 0.042 TL 200.25 PV 0.6 Pipe: 41 -434.5 4.260 PL 25.25 PF 3.2 M7 14.5 45.9 45.2 0.0 9.8 120 FTG 2ET PE 1.3 M8 11.5 50.4 49.8 0.0 0.042 TL 77.25 PV 0.6 Pipe: 42 -434.5 4.260 PL 67.25 PF 6.1 M8 11.5 50.4 49.8 0.0 9.8 120 FTG 4ET PE 0.0 TOR 11.5 56.5 55.9 0.0 0.042 TL 145.25 PV 0.6 Pipe: 43 -434.5 4.260 PL 11.00 PF 2.4 TOR 11.5 56.5 55.9 0.0 9.8 120 FTG CB PE 4.8 BOR 0.5 63.7 63.5 0.0 0.042 TL 56.00 PV 0.6 Pipe: 44 -434.5 6.280 PL 3.50 PF 0.1 BOR 0.5 63.7 63.5 0.0 4.5 140 FTG E PE 1.5 UG1 -3.0 65.3 65.1 0.0 0.005 TL 25.50 PV 0.1 Pipe: 45 -434.5 6.080 PL 35.00 PF 0.5 UG1 -3.0 65.3 65.1 0.0 4.8 150 FTG TF PE 0.0 UG2 -3.0 65.8 65.7 150.0 0.005 TL 92.00 PV 0.2 Pipe: 46 -584.5 7.980 PL 44.00 PF 0.2 UG2 -3.0 65.8 65.7 150.0 3.7 150 FTG TG PE 0.0 SRC -3.0 66.0 66.0 (N/A) 0.002 TL 103.00 PV 0.1 Pipe: 47 0.0 3.260 PL 9.50 PF 0.0 YH1 3.0 17.6 17.6 100.0 0.0 120 FTG 2E PE -3.7 TP1 11.5 13.9 13.9 0.0 0.000 TL 29.50 PV 0.0 Pipe: 48 -100.0 3.260 PL 15.50 PF 0.4 YH1 3.0 17.6 17.6 100.0 3.8 120 FTG 2E PE -3.7 M1P 11.5 14.3 13.9 0.0 0.010 TL 35.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2022) under license no. 64622225 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.150 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 20.4 ft/sec at pipe 39. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: B MATERIAL: THNWL 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 F F45Ell 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 11.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 2.950 4.00 13.00 16.40 6.10 2.00 24.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 75.00 psi Flow: 1875.0 gpm 100.0 M 1 G A U 60.0 G F P 40.0 R E S S 20.0 U R E 0.0 p -14.7 1 2 LEGEND 1 Available pressure 88.26 psi @ 584.5 gpm 2 Required pressure 65.99 psi @ 584.5 gpm A. Source Supply Curve B. System Demand Curve s 400600 800 1000 1200 1400 1600 1800 2000 i FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/14/2022 QUINTA - CA - JCP\008 WORKING\CALCS\AREA 3 POOL ROOMS.SDF JOB TITLE: AREA 3 POOL ROOMS(.15/1604)(130 SF @ P7P)(19.5 GPM @ P7P)(+100/+150 HOSE) WATER SUPPLY CURVE 96+ I I 88+ 0 \\\\\\\\ 80+ \\\\\\\\ 75.0 psi @ 1875 gpm-> Flow Test Point 72+ I I x P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " " I X = Required Water Supply " 65.99 psi @ 584.5 gpm " 8+ " 0 = Available Water Supply " I" 88.26 psi @ 584.5 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 90.0 75.0 1875.0 89.6 250.0 59.1 Available pressure is 30.6 psi (34%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 250.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 5L 11.5 - - - - 37.5 36.5 - - - 6L 11.5 - - - - 38.3 37.4 - - - 16L 11.5 - - - - 42.1 41.2 - - - B 11.5 - - - - 20.9 20.0 - - - C 11.5 - - - - 28.0 27.0 - - - G 11.5 - - - - 40.0 39.1 - - - H 11.5 - - - - 40.8 39.9 - - - M1 11.5 - - - - 36.6 35.7 - - - MX1 11.5 - - - - 34.9 33.9 - - - M3 11.5 - - - - 39.5 38.6 - - - M4 11.5 - - - - 41.7 40.8 - - - M5 11.5 - - - - 43.6 43.4 - - - M6 14.5 - - - - 44.0 43.8 - - - M7 14.5 - - - - 47.0 46.8 - - - M8 11.5 - - - - 49.5 49.3 - - - YH 3.0 HOSE STREAM 20.0 20.0 250.0 TP 11.5 - - - - 18.0 17.0 - - - TOR 11.5 - - - - 51.7 51.5 - - - BOR 0.5 - - - - 57.3 57.3 - - - UG1 -3.0 - - - - 58.9 58.8 - - - UG2 -3.0 - - - - 59.0 59.0 - - - SRC -3.0 SOURCE 59.1 59.1 250.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -250.0 3.260 PL 9.50 PF 1.6 YH 3.0 20.0 20.0 250.0 9.6 120 FTG 2E PE -3.7 TP 11.5 18.0 17.0 0.0 0.056 TL 29.50 PV 0.6 Pipe: 2 -250.0 2.950 PL 14.00 PF 3.0 TP 11.5 18.0 17.0 0.0 11.7 150 FTG ETR PE 0.0 B 11.5 20.9 20.0 0.0 0.060 TL 49.50 PV 0.9 Pipe: 3 -250.0 2.950 PL 62.50 PF 7.0 B 11.5 20.9 20.0 0.0 11.7 150 FTG 9R PE 0.0 C 11.5 28.0 27.0 0.0 0.060 TL 117.40 PV 0.9 Pipe: 4 -250.0 2.950 PL 60.25 PF 6.9 C 11.5 28.0 27.0 0.0 11.7 150 FTG 9R PE 0.0 MX1 11.5 34.9 33.9 0.0 0.060 TL 115.15 PV 0.9 Pipe: 5 -250.0 2.950 PL 8.75 PF 1.8 MX1 11.5 34.9 33.9 0.0 11.7 120 FTG T PE 0.0 M1 11.5 36.6 35.7 0.0 0.091 TL 19.60 PV 0.9 Pipe: 6 -250.0 2.950 PL 8.00 PF 0.8 Ml 11.5 36.6 35.7 0.0 11.7 150 FTG R PE 0.0 5L 11.5 37.5 36.5 0.0 0.060 TL 14.10 PV 0.9 Pipe: 7 -250.0 2.950 PL 8.50 PF 0.9 5L 11.5 37.5 36.5 0.0 11.7 150 FTG R PE 0.0 6L 11.5 38.3 37.4 0.0 0.060 TL 14.60 PV 0.9 Pipe: 8 -250.0 2.950 PL 2.75 PF 1.1 6L 11.5 38.3 37.4 0.0 11.7 150 FTG T PE 0.0 M3 11.5 39.5 38.6 0.0 0.060 TL 19.15 PV 0.9 Pipe: 9 -250.0 2.950 PL 2.75 PF 0.5 M3 11.5 39.5 38.6 0.0 11.7 150 FTG R PE 0.0 G 11.5 40.0 39.1 0.0 0.060 TL 8.85 PV 0.9 Pipe: 10 -250.0 2.950 PL 6.75 PF 0.8 G 11.5 40.0 39.1 0.0 11.7 150 FTG R PE 0.0 H 11.5 40.8 39.9 0.0 0.060 TL 12.85 PV 0.9 Pipe: 11 -250.0 2.950 PL 1.75 PF 0.9 H 11.5 40.8 39.9 0.0 11.7 150 FTG E PE 0.0 M4 11.5 41.7 40.8 0.0 0.060 TL 14.75 PV 0.9 Pipe: 12 -250.0 2.950 PL 1.00 PF 0.5 M4 11.5 41.7 40.8 0.0 11.7 120 FTG R PE 0.0 16L 11.5 42.1 41.2 0.0 0.091 TL 5.04 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT P2 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -250.0 2.950 PL 7.75 PF 1.4 16L 11.5 42.1 41.2 0.0 11.7 150 FTG T PE 0.0 M5 11.5 43.6 43.4 0.0 0.060 TL 24.15 PV 0.9 Pipe: 14 -250.0 4.260 PL 61.25 PF 1.7 M5 11.5 43.6 43.4 0.0 5.6 120 FTG 2ET PE -1.3 M6 14.5 44.0 43.8 0.0 0.015 TL 113.25 PV 0.2 Pipe: 15 -250.0 4.260 PL 148.25 PF 3.0 M6 14.5 44.0 43.8 0.0 5.6 120 FTG 2ET PE 0.0 M7 14.5 47.0 46.8 0.0 0.015 TL 200.25 PV 0.2 Pipe: 16 -250.0 4.260 PL 25.25 PF 1.2 M7 14.5 47.0 46.8 0.0 5.6 120 FTG 2ET PE 1.3 M8 11.5 49.5 49.3 0.0 0.015 TL 77.25 PV 0.2 Pipe: 17 -250.0 4.260 PL 67.25 PF 2.2 M8 11.5 49.5 49.3 0.0 5.6 120 FTG 4ET PE 0.0 TOR 11.5 51.7 51.5 0.0 0.015 TL 145.25 PV 0.2 Pipe: 18 -250.0 4.260 PL 11.00 PF 0.8 TOR 11.5 51.7 51.5 0.0 5.6 120 FTG CB PE 4.8 BOR 0.5 57.3 57.3 0.0 0.015 TL 56.00 PV 0.2 Pipe: 19 -250.0 6.280 PL 3.50 PF 0.0 BOR 0.5 57.3 57.3 0.0 2.6 140 FTG E PE 1.5 UG1 -3.0 58.9 58.8 0.0 0.002 TL 25.50 PV 0.0 Pipe: 20 -250.0 6.080 PL 35.00 PF 0.2 UG1 -3.0 58.9 58.8 0.0 2.8 150 FTG TF PE 0.0 UG2 -3.0 59.0 59.0 0.0 0.002 TL 92.00 PV 0.1 Pipe: 21 -250.0 7.980 PL 44.00 PF 0.0 UG2 -3.0 59.0 59.0 0.0 1.6 150 FTG TG PE 0.0 SRC -3.0 59.1 59.1 (N/A) 0.000 TL 103.00 PV 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2022) under license no. 64622225 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.061 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 11.7 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: B MATERIAL: THNWL 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 F F45Ell 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 11.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 2.950 4.00 13.00 16.40 6.10 2.00 24.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 75.00 psi Flow: 1875.0 gpm 100.0 SI I G A U 60.0 G 2 E P 40.0 R E S S 20.0 U R E 0.0 p -14.7 LEGEND 1 Available pressure 89.64 psi @ 250.0 gpm 2 Required pressure 59.07 psi @ 250.0 gpm A. Source Supply Curve B. System Demand Curve s 400600 800 1000 1200 1400 1600 1800 2000 i FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/14/2022LA QUINTA - CA - JCP\008 WORKING\CALCS\HOSE VALVE CALC.SDF JOB TITLE: YARD HYDRANT CALC - 250 GPM @ 20 PSI WATER SUPPLY CURVE 96+ I I 88+ \\\\\\\\ 80+ \\\\\\\\ 75.0 psi @ 1875 gpm-> Flow Test Point 72+ I I I P 64+ R I E IX S I S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " 59.07 psi @ 250.0 gpm " 8+ " 0 = Available Water Supply " I" 89.64 psi @ 250.0 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Id .7I ��,�I VA -=_me �i e TABLE OF CONTENTS Sammys" for Wood .......................... Sidewinder° for Wood ....................... Sammys Swivel Head'" for Wood ..... Sammys" for Steel ............................ Sidewinder° for Steel ........................ Sammys Swivel Head'm for Steel ...... Sammy X-Press°.............................. Sammy X-Press Sidewinder'm........... Sammy X-Press SwivelTM .................. Sammy X-Press It° Installation Tool. Sammys° for Concrete ..................... Sidewinder° for Concrete ................. Sammys Swivel Head'" for Concrete Concrete/Wood Installation Kit ......... Sammys ToggleTM .............................. Ceiling Screws .................................. Dektite° Pipe Flashing ...................... Speedy Pole Too IT'" Spot Rite LeveITM ............................... Approvals and Listings ..................... Special Notes ................................... ........... 4 ........... 5 ............ 5 ........... 6 ........... 7 ............ 7 ............ 8 ............ 8 ............ 9 ............ 9 ......... 10 .......... 10 ...........11 .......... 11 ......... 12 .......... 12 .......... 13 ......... 13 .......... 13 .......... 14 .......... 15 Warranty • Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used. Allowance for special characteristics in materials, differences in materials, differences in types of materials being joined, unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered. Due to possible differences in specifications, applications, and interpretation of results, purchasers and specifiers must make their own evaluation of the products, to determine the suitability of these products for intended use. All warranties of Buildex products, expressed or implied, including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following: Buildex will repair or replace any product which, within twelve months after sale by Buildex or its distributors, is found by Buildex to be defective in material or workmanship - normal wear and tear accepted. This is the sole warranty of Buildex and the sole remedy available to distributor or buyer. Buildex shall not be liable for any injury, loss or damage, direct, indirect, or consequential, arising out of the use of, or the inability to use, any Buildex product. INSTALLATION STEP,! INTO WOOD & STEEL: A 1. Insert the appropriate nut driver into a 318" or 112"portable drill. 2. Insert the SAMMYS® into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position 3. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 114" 318", 112" or metric all thread rod, bolt stock. (The 112" requires the #14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. IVERTICAL INTO CONCRETE 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). 3. Insert the CST screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. 5. The concrete screw is ready to receive 114", 318" 112" or metric all thread rod or bolt stock. (#14SW red nut driver used with 112" screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the screw. INSTALLATION STEP • ' • , TO WOOD & STEEL: 1. Insert the appropriate nut driver into a 318" or 112"portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins freely on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 114", 318", 1110, M8 or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. INSTALLATION STEPS • ' • , INTO CONCRETE: 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammer/ rotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14SW (red) nut driver (p/n 8114910) into the opposite end. 3. Insert the SWC screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. 5. The SWC screw is ready to receive 114 , 318"or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the fastener. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SAMMYS° FOR WOOD #14 Black Nut Driver Part # 8113910 i . #14 SW Red Nut Driver Part # 8114910 Not less than 2" nominal width (1q Not less than 3" nominal thickness (2-1/2") (depth or side of vertical member) R'+ • No pre -drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation costs. Manufactured in the U.S.A. Watch a video demonstration www.itwbuildez — of 1/4" 8002957 GST 100 1/4 x 1" 210 (7/16" OSB) 25 125 670 (3/4" Ply) 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 3/8" 8007957 GST 10 1/4 x 1" 210 (7/16" OSB) 300 25 125 670 (3/4" Ply) _ 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 • 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) 850 25 125 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 Q.> 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 T 3/8" 8069925 GST 30-SS 1/4 x 3" 2060 (Fir) 25 125 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 Amk ■= V rp- 5 MANUFACTURED U.S.A. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Not less than 2" nominal width • No pre -drilling required. (1-1/2") up to 3-112" pipe; not less than 3" (2-1/2") nominal width 4" & 5' pipe • Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2" from bottom for drill/driver. branch lines. Minimum 3" from bot- tom for main lines. Exception: This • Saves time from traditional requirement shall not apply to 2" or methods. thicker nailing strips resting on top of steel beams. • Reduces installation costs. �"r • Manufactured in the U.S.A. J— Composite Consult truss manufacturer for Wafch a video demonsfrefion at �� www.itwbuildex,com HORIZ( #14 SW Red Nut Driver 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 3/8" 8073925 SWG 20-SS 1/4 x 2" 1725 (Fir) 850 25 125 3/8"* 8022925 SWG 25-380 3/8 x 2-112" 2249 (Fir) 1500 25 125 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 Part # 8114910 * May require pre -drilling; consult joist manufacturer. nna AW exesocsr IWVWIar goo wuree�—'• wrxwur W • Eliminates distortion of threaded rod. • Accommodates up to 3%" x 12 pitch roof. • Allows 17° deflection from vertical. • Saves time from traditional methods. • Reduces installation costs. Manufactured in the U.S.A. #14 Black Nut Driver " 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 25 125 art # 8113910 = 1903 Dim. Lumber 33/8"8269957 SH-GST/CST 20 5/16 x 1-3/4" 1500 1406 @ 45°off vertical 25 125 Dim. Lumber 850 @ 45° 903 Dim. Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim. Lumber May require pre -drilling; consult joist manufacturer. #14 SH Orange Nut Driver Part # 8273910 SAMMYS° FOR STEEL A i - #14 Black Nut Driver Part # 8113910 i- #14 SW Red Nut Driver Part # 8114910 W�nWA�j .r�KS PNO��Eo �Eo • Made with Teks® self -drilling fasteners - no pre -drilling required. • Installs into steel range from 20 gauge —112" thicknesses. • Saves time from traditional methods. • Reduces installation costs. • Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. • Manufactured in the U.S.A. W&h a video demonstration at www.itwbuildezcom 1/4" 8024957 DSTR 100 * 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8025957 DST 100 1/4-14 x 1" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8026957 DST 150 1/4-14 x 1-1/2" TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 1/4" 8027957 DST 200 1/4-14 x 2" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8030957 TEK 500 12-24 x 1-112" TEKS 5 3125 (3116") .188"-3/16" 1/2" 25 125 _'' 3/8" 8038957 DSTR 1 * 1/4-20 x 1"TEKS 3 1510 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8037957 DSTR 1-1/2 * 12-24 x 1-1/2" TEKS 5 1510 (3/16") 1500 1475 .060"-16 ga. 1/2" 25 125 3/8" 8039957 DSTR 516 * 5/16-18 x 1-1/4" TEKS 3 2200 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8040957 DST 10 1/4-14 x 1"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) 3/8" 8077925 DST 10-SS 1/4-14 x 1"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 3 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 3/8" 8078925 DST 15-SS 1/4-14 x 1-1/2" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 ' 970 (16 ga.) 3/8" 8042957 DST 20 1 /4-14 x 2" TEKS 3 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 3/8" 8044957 DST 30 1 /4-14 x 3" TEKS 3 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 3/8" 8045957 DST 516 5/16-18 x 1-1/4" TEKS 3 1500 (3/16") 1500 1475 .125"-1/8" 3/16" 25 125 3/8" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (3/16") 1500 1475 .250"-1/4" 1/2" 25 125 1/2" 8031925 DST 2.0 1/4-14 x 2" TEKS 3 446 (20 ga.) 1/4" 25 125 970 (16 ga.) .188"-3/16" 1/2" 8033925 DSTR 1.0 * 1/4-20 x 1" TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1/2" 8034925 DSTR 5.16 * 5/16-18 x 1-1/4" TEKS 3 2220 (20 ga.) .036"-20 ga 3/16" 25 125 1/2" 8035925 DST 5.16 5/16-18 x 1-114" TEKS 3 1500 (3116") .125"-1/8" 3/16" 25 125 1/2" 8036925 TEK 5.0 12-24 x 1-1/2" TEKS 5 3125 (3116") .188"-3116" 1/2" 25 125 *Includes retaining nut SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation jtpH$ each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins MW MANUFACTURED U.S.A. free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. ZAMETZ,C, 11 • Made with Teks® self -drilling fasteners - no pre -drilling required. 1]�® • Installs into steel range from 20 gauge —1/2" thicknesses. PE_LLL.1� • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. # Ytill • Saves time from traditional methods. • Reduces installation costs. • Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. Watch a video demonstration at Manufactured in the U.S.A. www.itwbuildex.com Approvals Rod Size Part Model Number Screw •- Ultimate UL Test FM Test Min Max Box Qty Casi Qty HORIZONTALMOUNT 1/4" 8047957 SWD 100 1/4-14 x 1"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 1/4" 8049957 SWDR 100 * 1/4-20 x 1"TEKS 3 1900 (20 ga.) .036"-20 ga 3/16" 25 125 3/8" 8050957 SWD 10 1/4-14 x 1"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8080925 SWD 10-SS 1/4-14 x 1"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8052957 SWD 20 1/4-14 x 2" TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 " 3/8" 8055957 SWDR 1 * 1/4-20 x 1"TEKS 3 1900 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 914 SW Red 3/8" 8054957 SWDR 1-1/2 * 12-24 x 1-1/2" TEKS 5 2375 (3/16") 1500 1475 .188"-3/16" 1/2" 25 125 Nut Driver 3/8" 8056957 SWDR 516 * 5/16-18 x 1-1/4" TEKS 3 2480 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 Part # 8114910 L3/8" 8057957 SWT 15 12-24 x 1-1/2" TEKS 5 2375 (3/16") .188"-3/16" 1/2" 25 125 *Includes retaining nut Application .. • Eliminates distortion of threaded rod in sloped roof applications. • Accommodates 3-1/2 x 12 pitch. • Installs into angled z-purlin; allows threaded rod to hang plumb. • Allows 17' deflection from vertical. Manufactured in the U.S.A. - Watch a video demonstration at www.ihvbuildex.com Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Max —Box �Case Size Number •• Qty Qty MOUNTSWIVEL #14 Black 1/4-20 X 1" Nut Driver '� :'' 3/8" 8137957 SH-DSTR 1* TEKS 3 3220 (3/16") 1500 1475 .035" 3/16" 25 125 Part # 8113910 2368 (1/2" steel Vertical) 3/8" 8268957 SH-TEK 50 12-24 x 1-3/4" 1306 (45' off Vertical) 1500 (Vertical) 4" 3/16" 1/2" 25 125 TEKS 5 2281 (3/16" HISS) 850 (45' off Vertical) 2-1/2" 1585 (3/16" HISS 45' off Vertical) 2368 (1/2" steel Vertical) 1/2" 8270957 SH-TEK 5.0 12-24 x 1-3/4" 1306 (45* off Vertical) 3/16" 1/2" 25 12 TEKS 5 2281 (3/16" HISS) #14 SH Orange 1585 (3/16" HISS 45' off Vertical) rw Nut Driver Part # 8273910 *Does not comply with ROHS requirements/Includes retaining nut W LU SAMMY X-PRESS® Installs into Metal Deck, Purlin, or Tubular Steel (XP) • The Sammy X-Press expands to provide direct vertical attachment in: - light gauge steel deck or purlin (22 ga.-1/8"). • Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. is. metal roof deck, tubular steel, or vapor barrier fabric. 1/4" 8181922 XP 200 Sammy 1146 (22 ga) 185 (Luminaire) .027 X-P ess 200 250 (Luminaire) .056" ■ 850 (2V Pipe) .027" 940 (2" Pipe) .029" =� 3/8" 8150922 XP 20 Sammy 1146 (22 ga) 185 (Luminaire) .027" 1475 (4" Pipe) .104" — X-Press 20 250 (Luminaire) .056" Ek 283 (Conduit & Cable) .029" 1500 (4" Pipe) .060" �=t Sammy 3/8" 8153922 XP 35 1783 (16 ga) 185 (Luminaire) .029" 940 (2" Pipe) .029" X-Press 35 250 (Luminaire) .056" 1475 (4" Pipe) .104" 416 (Conduit & Cable) .059" • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Manufactured in the U.S.A. Watch a video demonstration at www.itwbuildex.com 125" 25 125 Metal Deck 125" 25 125 Metal Deck 125" 25 125 Purlin Pre -Pour Structural Concrete@ 3000 psi Metal Deck 3/8" 8150922 XP 20 Sammy 1146 (22 ga) 850 (2% Pipe) 4 25 125 (Pre -Pour) X-Press 20 Post -Pour Range II LWC<_ 35 PCF (Ibs/ft') Metal Deck (Post -Pour) Pre -Pour Structural Concrete @ 3000 psi Post -Pour Range II LWC<_ 35 PCF (Ibs/ ft') • The Sammy X-Press Sidewinder expands to • Less jobsite material needed. provide horizontal attachment in: 16 ga - 3/16" steel - purlin, tubular steel. • No retaining nut required. • Installs in seconds with Sammy X-Press It° Tool, • Provides design flexibility. saving time & installation costs. • Manufactured in the U.S.A. • Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof (SWXP) deck, tubular steel, or vapor barrier fabric. Watch a video demonstration at www.itwbuildex.com 3/8' 8293957 SWXP 35 "°°` 1798 (16 ga) 80 (Luminaire) .059" .125" 25 125 Purlin X-Press 35 416 (Conduit & Cable) (21 MANUFACTURED . *N4 (SXP) oQffffvo ' �A��gn�4j' • The Sammy X-Press Swivel allows you to hang plumb in extreme roof pitches: 89° in z-purlin 45° in metal deck for 12/12 pitch • Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. 750 (2" Pipe) Swivel 1061 ( 9 Vert) 22 a 170 Vertical (Luminaire) 3/8" 8294922 SXP 20 X-Press 20 80 @ 45° (Luminaire) 029" 635 (2" Pipe) 029" 829 (45° Off Vert) 283 Vertical (Conduit &Cable) 233 @ 45° (Conduit & Cable) 1250 (3-1/2" Pipe) 3/8" Swivel 8295922 SXP 35 1675 (16 ga Vert) 250 Vertical (Luminaire) 80 @ 90° (Luminaire) 059" 029" X-Press 35 1558 (89° Off Vert) 500 Vertical (Conduit & Cable) 635 (2" Pipe) 333 @ 89° (Conduit & Cable) 1/2" 8272957 SXP 2.0 Swivel 1061 (22 ga Vert) X-Press 2.0 .027" .125" 829 (45° Off Vert) 1 /2" 8271957 SXP 3.5 Swivel 1675 (16 ga Vert) X-Press 3.5 1558 (89° Off Vert) .060" .125" • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Manufactured in the U.S.A. Watch a video demonstration at wWW.itwbuildex.com 125" 25 125 Metal Deck 125" 25 125 Purlin 25 125 Metal Deck 25 125 Purlin The Sammy X"Press expands to provide direct vertical attachment in: metal deck (22-16 gauge) l I z-purlin (18-16 gauge) • 1 Manufactured in the U.S.A. s 1 wwww.itwbuildex.comPart Number Model Description Qty 1 8194910 UXPIT* Universal X-Press It Tool 1 8152910 XPDB 25/64" Drill Bit 1 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64" Drill Bit. W LU SAMMYS° FOR CONCRETE •:; s ='• '' �' •i.{as :: =.e. •' tip; r tom•' .-:?t.e*• • e•.i,:�y • Easy two step process (Drill hole & drive Sammys concrete anchor). •'/" pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Manufactured in the U.S.A. , ft cl, wbuildexx court VERTICAL MOUNT i #14 Black 1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver 3/8" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 Part # 8113910 - #14SW Red 3/8" 8145925 CST 20-SS 5/16 x 1-3/4" 2400 25 125 Nut Driver —E IL 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 Part # 8114910 * Tested in 3000 PSI concrete SIDEWINDER@ FOR CONCRETE HorizontalApplication Application rd • Easy two step process (Drill hole & drive Sammys a ISconcrete anchor). •'/4" pre -drilled pilot hole required. PnaCr P. ° • Concrete Installation Tool available for a one tool installation process. � D " rrL717�o, q ° Q° a Manufactured in the U.S.A. ° Watch a video demonstration of www.itwbApprovals Rod Part Model Screw Ultimate I'M Test Box Case uildex.com Size Number D• e HORIZONTAL MOUNT 14' 8062957 SWC 200 5/16 x 1-3/4" 2450 25 125 3/8" 8061957 SWC 20 5/16 x 1-3/4" 2450 1475 i 125 #14SW Red Tested in 3000 PSI concrete Nut Driver Part # 8114910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins VW MANUFACTUREC U.S.A. free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. • Easy two step process (Drill hole & drive Sammys concrete anchor). •'/" pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Manufactured in the U.S.A. , ft cl, wbuildexx court VERTICAL MOUNT i #14 Black 1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver 3/8" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 Part # 8113910 - #14SW Red 3/8" 8145925 CST 20-SS 5/16 x 1-3/4" 2400 25 125 Nut Driver —E IL 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 Part # 8114910 * Tested in 3000 PSI concrete SIDEWINDER@ FOR CONCRETE HorizontalApplication Application rd • Easy two step process (Drill hole & drive Sammys a ISconcrete anchor). •'/4" pre -drilled pilot hole required. PnaCr P. ° • Concrete Installation Tool available for a one tool installation process. � D " rrL717�o, q ° Q° a Manufactured in the U.S.A. ° Watch a video demonstration of www.itwbApprovals Rod Part Model Screw Ultimate I'M Test Box Case uildex.com Size Number D• e HORIZONTAL MOUNT 14' 8062957 SWC 200 5/16 x 1-3/4" 2450 25 125 3/8" 8061957 SWC 20 5/16 x 1-3/4" 2450 1475 i 125 #14SW Red Tested in 3000 PSI concrete Nut Driver Part # 8114910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins VW MANUFACTUREC U.S.A. free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SWIVEL MOUNT 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" i — — 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" #14 SH Orange Nut Driver Part # 8273910 L L Note: UL Listed for wood - see page 5 ZANHTZ,C, 11 Installs vertically and swivels up to 89* in wood & concrete structures. Eliminates distortion of threaded rod. • 1/4" pre -drilled pilot hole required. • Concrete installation tool available for a one piece installation process. Manufactured in the U.S.A. 2537 in 3000 psi concrete 1459 @ 45°off vertical in 3000 psi concrete 2852 in 6000 psi concrete 25 125 1636 @ 45°off vertical in 6000 psi concrete 2537 in 3000 psi concrete 1459 @ 45°off vertical in 3000 psi concrete 2852 in 6000 psi concrete 25 125 1636 @ 45°off vertical in 6000 psi concrete * Tested in 3000 PSI concrete (b) (b) (d1�1.3 h� a �rh)�� F i (C) . ) Part Number Description Each Qty 8122910 Concrete Installation Kit (a) Kit includes the following items 8113910 #14 Black Nut Driver (b) 1 8114910 #14 SW Red Nut Driver (c) 1 8116910 #250 Bit (1/4") (d) 1 8117910 SIDS Bit (1/4") (e) 1 8118910 7/32 Wood Bit (f) 1 8120910 HEX 250 Bit Receiver (1/4") (g) 1 8098910 SL 250 Sleeve (h) 1 8121910 SIDS B250 Bit Receiver (1/4")* 1 *Only sold separately - not included in kit. ACCESSORIES Application Installation Steps 1. Pre -drill a 5/8" hole with a regular drill or hole saw. 2. Insert SST screw into #14 black nut driver. With wing nut and washer on bolt, insert wing nut through surface, and begin —ZQ installation. 4ti 3. When bolt is secure and nut driver spins free, stop drill motor and remove. Pre -Cast Hollow Core 4. SST screw is now ready to receive 114", 3/8", or Metric all Concrete thread rod or bolt stock. 7� Rod Size Part Number Model 1/4.' 8063925 SST 300 Screw Descriptions Ultimate Pullout (lbs) Box Qty Case I 450 (Lath & Plaster) 114 x 3" 25 125 404 (2 Layers 5/8 Rack) 3/8" 8064925 SST 30 1l4 x 3" 450 (Lath & Plaster) 25 25 #14 Black 404 (2 Layers 5/8 Rock) Nut Driver Part # 8113910 ,EILING SCREWS Application Product Features • 3/16" eyelet to accommodate common wire size. + ` ��1 • ICC approvals can be found at �� www.itwbuildex.com under Evaluation Report # ER-5367. I Use the Speedy Pole Toolf" for easy installation of ceiling screws without ladders or scaffolding! (see 13 for details) pg Approvals Substrate Part Number Model Point Description Overal Total Length Ultimate Pullout (Ibs) Max Gauge ICC Test Load (Ibs) Box Case Qty Qty ICC STEEL 8107957 CWSD 1* Teks 1/4 x 1" 2" 472 (20 ga) 16 ga. 170 (20 ga.) 25 125 ICC STEEL 8190957 CWSD 15* Gimlet 1/4 x 1-1/2" 2-3/4" 472 (20 ga) 20 ga. 170 (20 ga.) 25 125 WOOD Teks 1393 (Fir) ICC STEEL 8108957 CWSD 2* Teks 1/4 x 2" jr 3-1/4" 472 (20 ga) 16 ga. 170 (20 ga.) 25 125 CWIT ICC 8110910 CWIT Installation Tool 1 Installation Tool Does not comply with ROHS requirements Part # 8110910 2AffffTZ 01 • Complies with NFPA 13 Code Changes. STAY �Q TO • Flashing for dry pendant sprinklers subject to F DERTITE extreme temperature changes. CODE! One piece construction is easy to install. CLMANCE� with zi 4ui.. . more efficient way • Pipe diameter markings ensure accurate fit. HOLE to flash your EPDM temperature range of -65°F to +250°F. refrigeration/freezer units. INSULATED FREEZER STRUCTURE 0 M tr^ DRY SPRINKLER 4001910 Mini 1/4"-1-1/8" 3-1/2" 1-3/4" 20 4003910 1 1/4" - 2" 4-3/4" 3" 10 4004910 2 1-3/4" - 3-1/4" 6-1/4" 4" 10 TM T• •SOCKET Universal Pole Too/" 1Product • Adaptor Plug (a) • The Pole Tool and Universal Socket Kit Socket Driver for SAMMYS (b) provide easy and safe installation for: Socket Driver for Ceiling Wire Screws (c) (d) Socket Driver for 1/4" Standard Nut Drivers (d) Sammys Jack Chain Stud Plug for Viper or Ladd Powder Actuated Attachment (e) Threaded Rod Wire (°) (Items not sold seperately) PencilgRod Screws CeilinScrews AM. watch a video demonstmuon at www.rtwbuildex.com • Ideal for retrofit and hard -to -reach projects in wood and steel. Number DescriptionPart 8123910 Pole Tool 6' (3' - 6') 1 8124910 Pole Tool 12' (4' -12) 1 8125910 Pole Tool 18' (6' -18) ' 1 8126910 Pole Tool 24' (8' - 24') 1 8127910 Sammys Socket Driver 1 8128910 Ceiling Wire Socket Driver for wire and chain 1 8129910 Universal Pole Tool Socket Kit 1 8130910 Spot Rite Level 1 1/2", 3/4", and 1"threading Magnetic strip for ease of use Pocket Sized Lightweight 3-vial design for measurement of 01, 45'. and 90° angles APPROVALS 8007957 GST 10 3/8" Vertical CPVC 1-1/2" 300 1-1/2" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST20 3/8" Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2" 8068925 GST20-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST30 3/8" Vertical 4" 1500 1-1/2" 4" 1475 1-1/2" 8009925 GST25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG25-380 3/8" Horizontal 3-1/2"-4"* 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2" - 3"** 1050 1-1/2" 8073925 SWG 20-SS 3/8" Horizontal 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45° Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45' Angle off Vertical 4" 1500 1-1/2" 8139957 SH-GST 20 3/8" 17* Angle off Vertical 3" 1050 1-1/2" 4" 1475 1-1/2" SAMMYS FOR 8038957 STEEL - PIPE HANGER DSTR 1 3/8" Vertical 4" 1500 Min Steel Thick Max Steel Thick .035" 4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK 50 3/8" Vertical 4" 1500 .250" 4" 1475 .188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8137957 SH-DSTR 1 3/8" 17' Angle off Vertical 4" 1500 .035" 4" 1475 .105" 8268957 SH-TEK50 3/8" Vertical 2-1/2" 850 70` Angle off Vertical 4" 1500 2" 940 .029" 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027" 4" 1475 .105" 2' 940 8153922 XP 35 318" Vertical 4" 1500 .029" .060" 4" 1475 .125" 8294922 SXP 20 3/8" Vertical or up to 45° 2" 750 .027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical or up to 89* 3-1/2" 1250 .060" 2" 635 .029" 8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 .060" SAMMYS FOR CONCRETE - PIPE HANGER 8059957 CST 20 3/8" Vertical 4" 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8" Vertical 2-1/2 850 Pre -Pour Structural @ 3000psi 8150922 Part Number XP 20 Model 3/8" Vertical .. Size 2-1,7 Mount Direction 850 Post -Pour Range II LWC <_ 35 PCF (lbs/ft') UL Load UL Min Steel Rating (Ibs) Thickness SAMMYS 185 027' 8150922 XP 20 3/8" Vertical 250 035` 185 027' 8153922 XP 35 318" Vertical 250 035` 185 027' 8181922 XP 200 1/4" Vertical 250 035` Vertical 170 027' 8294922 SXP 20 3/8" 45' 80 .027' Vertical 250 8295922 SXP 35 3/8' .060" 90, 80 .060" 8293957 Part SWXP 35 Model Rod 3/8" Mount UIL Load Horizontal UL Min. Steel 80 .060" Listed Application Number SAMMYS 8150922 XP 20 Size 3/8" Direction Rating (Ibs) Vertical 283 Thickness .027" Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027" Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8293957 SWXP 35 3/8" Horizontal 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat. No. C-Z2000 Plenum Rated, Sheet Steel Gauges Complies w/ NEC Standards Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 1/8" 3/16" 1/4" Nominal Decimal Equivalent .030" .036" .048" .060" .075" .105" .125" .188" .250" *SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-112" UL compliance with NEC Standards. *SWG 25-380 Maximum pipe size in wood timber orjoist allowed by UL is 4" UL and FM tests were performed in compliance with NFPA 13 Standards. {{SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" Fastening requirement: 5 times weight of water -filled schedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188" and .118". Subsequent testing was done for z-purlin applications in May 1997 using (.037) or 20 gauge steel. Most recently in 2008, testing with the new Sammy X-Press® was completed using (.030") or 22 gauge steel metal deck. Sammys® Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over -torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self -drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory Environments For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre -drilling may be required by joist manufacturers. If so, pre -drill pilot hole 1/8" smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182" 1/8" GST 25-380 .280" 7132" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre -drilling. NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings / FM Approvals UL and FM reports are available at www.itwbuildex.com U& S FM )H�U IT-CAOLEHAR-RE S ANCHOR FOR W MINAIRE 9.1 Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg, .dxf, and .igs. Manufactured in the U.S.A. Products Contact Information MANUFACTURED USA. Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 BUILDING IDEAS THAT WORK FOR OVER 40 YEARS! Q U A L I T T At ITW Buildex we pride ourselves on serving the construction industry for over 40 years with innovative, quality products that help our customers save time and money. We are commited to our customers by providing world class customer service and technical support. We are here to help! Sammys', Sammy X-Press®, Sammy X-Press Ito, Sidewinder®, Sammy X-Press Swivel", Sammy X-Press Sidewinder', Tapcon', Sammy Saddle', Speedy Pole Tool', Spot -Rite Level", Dektite®, Swivel HeaO, Sammys Toggle', and TeW are trademarks of Illinois Tool Works, Inc. Dekfite® is a registered trademark of Deks Industnes Pty Ltd BX84 rev0712 ® 20121TW Buildex and Illinois Tool Works, Inc Page 1 of 4 MICROFAST° QUICK NIJU RESPONSE UPRIGHT SPRINKLER VK300 (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 1. DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass -bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS 1@11 cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Chart 1 and Design Criteria on for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/16" (56 mm) `Wl_us Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Viking Technical Data may be found on Deflector: Brass UNS-C23000 or Copper UNS-C19500 The Viking Corporation's web site at Bulb: Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Screw: Brass UNS-C36000 edition of this Technical Data Page. Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS- S30400 For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Upright Sprinkler VK300 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-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 ° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 Rev 14.1 (New Page) Page 2 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (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 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast® Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature z Ordinary 135 T (57 °C) 100 T (38 °C) Orange Ordinary 155 T (68 °C) 100 T (38 °C) Red Intermediate 175 T (79 °C) 150 T (65 °C) Yellow Intermediate 200 T (93 °C) 150 T (65 °C) Green High 286 T (141 °C) 225 T (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion -Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 OF (57 °C) Footnotes ' The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Protective Sprinkler Cap Wrench Flat k Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_052114 Rev 14.1 Page 3 of 4 MICROFASTO QUICK RESPONSE UPRIGHT SPRINKLER VK300 (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 Approval Chart 1 (UL) Temperature KEy ilom Microfast° Quick Response Aix Finigh Escutcheon (if applica Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals3 SIN Number' NPT BSP U.S. metricz Inches mm cULus VdS LPCB 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 - - -- Approved Temperature Ratings Approved Finishes A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 1 -Brass, Chrome, White Polyester',', and Black Polyesteras 286 °F (141°C) 2 - ENT B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada e Other colors are available on request with the same Listings and Approvals as the standard colors. s cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 14.1 Page 4 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (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 Approval Chart 2 (FM) Temperature KEY nigh Microfase Quick Response 7� Fscut A1][■ Escutcheon [if applicable} Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches I mm 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al Approved Temperature Ratings Approved Finishes A- 135 -F (57 °C), 155 -F (68 -C), 175 °F (79 -C), 200 -F (93 °C), and 286 °F (141°C) 1 - Brass, Chrome, White Polyester', and Black B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) Polyesters 2 - ENT6 Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. s This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. ' Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer :)Approval Chart 2 above.) FM Approval Reauirements: The Microfast® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non -Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 14.1 (New Page) Page 1 of 6 MICROFAST° QUICK 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 1. DESCRIPTION The Viking Microfast° Quick Response Pendent Sprinkler VK302 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester, Polytetrafluoroethelyne (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corro- sion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV a FM Approved: Class Series 2000 vds VdS Approved: Certificates G414009 and G414010 LPCB Approved C E CE Certified: Standard EN 12259-1, EC -certificate of conformity 0832-CPD-2001 *` CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) a n I Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Viking Technical Data may be found on The Viking Corporation's Web site at Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) http://www.vikinggroupinc.com. Rated to 175 psi (12 bar) water working pressure The Web site may include a more recent Factory tested hydrostatically to 500 psi (34.5 bar) edition of this Technical Data Page. Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking 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-/W, Black Polyester = M-/B, Black PTFE = N, and ENT = JN Temperature Suffix: 135 °F (68 °C) = A, 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Form No. F_033314 Rev 15.1 (Added CCCF Approval) Page 2 of 6 MICROFAST° QUICK 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 Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Recessed Pendent Sprinklers: Part No. 16036W/B** (available since 2011) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A'/z' ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast° Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Sprinkler Clip %� a Wrench Flat Protective Sprinkler Cap 108960 • Figure 1: Standard Sprinkler Wrench 10896W/13 Form No. F_033314 Rev 15.1 Page 3 of 6 MICROFAST° QUICK RESPONSE PENDENT S-N411aPRINKLER 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 TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature z Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion -Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated Sprinkler wrench 16036W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 16036W/B for Recessed Pendent Sprinklers Form No. F_033314 Rev 15.1 Page 4 of 6 MICROFAST° QUICK 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 Approval Chart 1 (UL) The Viking Microfast® Quick Response Temperature KEY ■� Finish Pendent Sprinkler VK302 Aix■ Esculcheon (if applicable} Maximum 175 PSI (12 Bar) WWP Base Thread Size Sprinkler Nominal Overall Listings and Approvals3 Part SIN Style K-Factor Length (Refer also to Design Criteria.) Numberl NPT BSP U.S. metricz Inches mm cULus" VdS LPCB CE, 0 CC6 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 1 58 A1Z,B1YD2,C2XJ Al A1Z, B1Y D1Z, C1Y D3Z NOTICEOffice) 06662E VK302 Pendent 1/2" 15 mm 5.6 80.6 1 2-1/4 58 A1Z, B1Y, D2, C2X -- I -- I -- 18021 VK302 I Pendent 1 1/2" 15 mm 5.6 80.6 1 2-1/4 58 A1X, B1Y Al I A1X, B1Y I D1X, C1Y8 I D1X, C1Y9 Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F 1 - Brass, Chrome, White X - Standard surface -mounted escutcheon or the (79 °C), 200 °F (93 °C), 286 °F (141 °C) Polyester's, Black Polyes- Viking Micromatic° Model E-1 Recessed Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F ter5,s Y - Standard surface -mounted escutcheon or the (79 °C), and 200 °F (93 °C) 2 - ENT' Viking Microfast® Model F-1 Adjustable Escutcheon, or recessed with the Viking Micro- C - 155 °F (68 °C), 175 °F (79 °C), and 3 - Chrome matic® Model E-1, E-2, or E-3 Recessed Escutcheon 200 °F (93 °C) Z - Standard surface -mounted escutcheon or the D - 155 °F (68 °C), 175 °F (79 °C), 200 °F Viking Microfast° Model F-1 Adjustable Escutcheon (93 °C), 286 °F (141 °C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion -resistant. s Other colors are available on request with the same Listings and Approvals as the standard colors. ' CE Certified, Standard EN 12259-1, EC -certificate of conformity 0832-CPD-2001. 8 CE Certified, Standard EN 12259-1, EC -certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. 9 MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832-MED-1003 and 0832-MED-1008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: 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 Ordinary 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 page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance 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 standards, whenever applicable. Form No. F_033314 Rev 15.1 Page 5 of 6 MICROFAST° QUICK 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 Approval Chart 2 (FM) Temperature KEY The Viking Microfast® Quick Response ■f— Finish Al x ■ Escutcheon (if applicable] Pendent Sprinkler VK302 Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN Style (Refer also to Design Criteria.) NPT BSP U.S. metric2 Inches mm 12979 VK302 Pendent 112" 15 mm 5.6 80.6 2-1/4 1 58 A1Z, B1Y, D2X, C2 NOTICE.. Office) 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 1 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface -mounted escutcheon or the A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F Viking Micromatic® Model E-1 Recessed (93 °C), 286 °F (141 °C) Approved Finishes Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 1 - Brass, Chrome, White Polyester", Y - Standard surface -mounted escutcheon or the 200 °F (93 °C) and Black Polyester' Viking Microfast° Model F-1 Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT or recessed with the Viking Micromatic® Model E-1 °F (141 °C) or E-2 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) Z - Standard surface -mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon Footnotes ' Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 4 Other colors are available on request with the same Approvals as the standard colors. 5 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Reauirements: The Viking Microfast° Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non -storage upright and pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation Guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 Rev 15.1 Page 6 of 6 ' MICROFAST° QUICK 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 _ Ceiling Opening Size: 2-5/16" (58.7 mm) minimum (15 mm) 2-1/2" (63.5 mm) maximum N PT 1/8" r5�2 mm) T T ( 1-1/2" 2-1/4" 1-3/Max." 2" 6� (38 mm) (57 mm) (44.5 mm) (51 mm) � - Min. 1 Installed with a standard Installed with a Microfast Note: At maximum, adapter is 1/8" surface -mounted Model F-1 Adjustable exposed 1/2" (12.7 mm) from escutcheon Escutcheon face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 2-1/8" _ (54 mm) 1-3/4 (44.5 mm) -- Max. Installed with a Model E-1 Recessed Escutcheon Ceiling Opening Size: .b 2-5-16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 254 mm) T1-1/8„ (28.6 mm) 2"" (28.6 mm) Min. (51 mm) - Min. Max. —ftm Installed with a Model E-2 Thread -on Recessed Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_033314 Rev 15.1 (Added CCCF Approval) Page 1 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 1. DESCRIPTION Viking Standard and Quick Response Concealed Pendent Sprinkler VK4621 is a small thermosensitive, glass -bulb sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The low -profile cover assemblies provide up to (13 mm) of vertical adjustment. Features: • K5.6 (80.6 metric). • Quick response glass bulb operating element. • Integral threaded adapter cup accepts push -on or thread -on cover plates. • Low -profile, small diameter, removeable cover plates offer almost flush appearance upon installation and allow ease of maintenance. • Protective cap prevents damage during installation and finishing and keeps errant overspray from coating internal parts. • Various finishes available to meet design requirements. • Optional Electroless Nickel PTFE (ENT) coating provides corrosion resistance (see Approval Chart). 2. LISTINGS AND APPROVALS Ails cULus Listed: Category VNIV M FM Approved: Class 2015 J� WARNING. Cancer and Reproductive Also approved for use in FM Approved vacuum dry sprinkler systems with www. P65Warnings.ca.gov a maximum supervisory vacuum pressure of -3 psi (-207mbar) Refer to the Approval Charts and Design Criteria on for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: FM - 175 psi (12 bar). UL - 250 psi (17.2 bar) Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" NPT or BSPT Nominal K-Factor: 5.6 U.S. (80.6 metric) Glass -bulb fluid temperature rated to -65 °F (-55 °C) Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler body: QM Brass Deflector: Phosphor Bronze UNS-051000 Deflector Pins: Stainless Steel UNS-S43000 Pip Cap and Insert Assembly: Copper UNS-C11000, SS UNS-S30400 and SS UNS-S31600 Compression Screw: UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Cover Adapter: Cold Rolled Steel JIS G3141 and Carbon Steel UNS-G10100 (per JIS G3141) Shipping Cap: High Density Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 or Stainless Steel UNS-S30400 Spring: Beryllium Nickel Solder: Eutectic Ordering Information: Refer to Tables 1 and 2. 4. INSTALLATION Refer to appropriate NFPA Installation Standards and installation instructions in this document. Form No. F_092121 21.11.22 Rev 21.2 New form. Page 2 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the heat -sensitive liquid in the glass bulb to expand, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: ORDERING •- • Instructions: (1) Select a Sprinkler Base Part Number (2) Add the suffix for the desired Finish (3) Add the suffix for the desired Sprinkler Temperature Rating (4) Order a cover plate (refer to Table 2) Example: 24682AE = 200 °F (93 °C) Temperature Rated Sprinkler with a standard Brass finish. Size 1: Finishes 2: Temperature Ratings Sprinkler Base Part Sprinkler Nominal Bulb Max. Ambient No. NPT BSPT Description Suffix' Temperature Rating Color Ceiling Temperature Suffix Classification 24682 1/2" -- Brass A Ordinary 155 °F (68 °C) Red 100 °F (38 °C) B 22962 -- 1/2" ENT 3,4,6 JN Intermediate 175 °F (79 °C) Yellow 150 °F (65 °C) D Intermediate 200 °F (93 °C) Green 150 °F (65 °C) E Accessories Sprinkler Wrenches and Tools (see Figure 1): A. Installation wrench: 243395 B. Protective cap removal tool: 24340 C. Concealed Cover Plate Installer Tool Part Number: 144127 (available since 2007) D. Large Concealed Cover Plate Installer Tool Part No. 148677 (available since 2007) Sprinkler Cabinet: Part number 01731A. Footnotes 1 Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. z. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3. UL Listed as corrosion resistant. a. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. 5. Require a 1/2" ratchet which is not available from us. e. FM Approved as a decorative finish. 7 The installer tool is for push -on style cover plates only. Form No. F_092121 21.11.22 Rev 21.2 Page 3 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 COVERTABLE 2: ORDERING •R• Instructions: (1) Select a Cover Plate Base Part Number (2) Add the suffix for the desired Finish (3) Add the suffix for the required Cover Plate Nominal Rating. Example: 23190MCIW = 165 °F (74 °C) Temperature Rated 2-3/4" (70 mm) diameter Round Cover Plate with a Painted White finish. 1: Select a Cover Plate Base Part Number 2: Select a Finish . •Push -On Base Part Size Base Part Type Size Type Description Suffixs Number Inch (mm) Number Inch (mm) 23190 2-3/4 (70) Round 23447 2-3/4 (70) Round Polished Chrome F 23174 3-5/16 (84) Round 23463 3-5/16 (84) Round Brushed Chrome F-/B 23179 1 3-5/16 (84) Square 23482 1 3-5/16 (84) Square Bright Brass B 231934 2-3/4 (70) Stainless 23455 2-3/4 (70) Stainless Antique Brass B-/A Brushed Brass B-/B Steel Round Steel Round 231834 3-5/16 (84) Stainless 23473 3-5/16 (84) Stainless Brushed Copper E-/B Painted White M-/W Steel Round Steel Round 231744CR 3-5/16 (84)1 Clean Room 23463-/CR 3-5/16 (84) Clean Room Painted Ivory M-/I Stainless Stainless Painted Black M-/B 231834CR 3-5/16 (84) Steel Round 23473-/CR 3-5/16 (84) Steel Round Clean Room Clean Room 3: Temperature Rating Matrix' 2 Cover Plate Nominal Temperature Sprinkler Nominal Rating Sprinkler Maximum Ambient Suffix Rating (Required) Classification Ceiling Temperature UL: 135 °F (57 °C) °C) Ordinary 155 °F (68 °C) 100 °F (38 °C) A FM: 139' F (59 165 °F (74 °C) Intermediate 175 °F (79 °C) 150 °F (65 °C) C 165 °F (74 °C) Intermediate 200 °F (93 °C) 150 °F (65 °C) C Footnotes 1 The sprinkler temperature rating is stamped on the deflector. s. Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3. Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 4. Stainless Steel versions are not available with any finishes or paint. e. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. Form No. F_092121 21.11.22 Rev 21.2 Page 4 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 Approval Chart �C"�k'p'eze p alumRaing Concealed Pendent Sprinkler VK4621 AW14- Covar Plata Finish KEY Sprinkler Thread Size Nominal K-factor Maximum Listings and Approvals' Water Working Pressure (Refer also to Design Criteria) Base Part SIN No.' NPT BSPT U.S. metricz cULus FM cULus" FM Standard Response Applications 24682A VK4621 1/2" 5.6 80.6 175 psi (12 bar) AV1, BX1, AS2, BT2 24682JM8 VK4621 1/2" 5.6 80.6 175 psi (12 bar) AV1, BX1, AS2, BT2 22962A VK4621 -- 1/2" 5.6 80.6 175 psi (12 bar) AV1, BX1, AS2, BT2 22962JN T8 VK4621 -- 1/2" 5.6 80.6 175 psi (12 bar) AV1, BX1, AS2, BT2 Quick Response Applications 24682A VK4621 1/2" -- 5.6 80.6 250 psi (17.2 bar) AV1, BX1, AS2, BT2, AY3, BZ3 24682JN7e VK4621 1/2" -- 5.6 80.6 250 psi (17.2 bar) AV1, BX1, AS2, BT2, AY3, BZ3 22962A VK4621 -- 1/2" 5.6 80.6 250 psi (17.2 bar) AV1, BX1, AS2, BT2, AY3, BZ3 22962JM' VK4621 -- 1/2" 5.6 80.6 250 psi (17.2 bar) AV1, BX1, AS2, BT2, AY3, BZ3 Sprinkler Temperature Ratings Cover Plate Assembly Temperature Ratings' Cover Plate Assembly Finishes S - 135 °F (57 °C) cULus Listed or 139 °F (59 °C) FM Approved Stainless Steel 1 - Polished Chrome, cover 23193 and 23455, or 23183 and 23473 (large diameter) Brushed Chrome, T - 165 °F (74 °C) Stainless Steel cover 23193 and 23455 or 23183 and 23473 Bright Brass, Antique (large diameter) Brass, Brushed Brass, V - 135 °F (57 °C) cULus Listed or 139 °F (59 °C) FM Approved cover 23190 Brushed Copper, A = 155 °F (68 °C) and 23447, 23174 and 23463 (large diameter), or 23179 and 23482 (square Painted' White, B = 175 °F (79 °C) and 200 °F (93 °C) cover plate) Painted' Ivory, or X - 165 °F (74 °C) cover 23190 and 23447, or 23174 and 23463 (large diameter) Painted Black Y - 135 °F (57 °C) Clean Room Cover 23174A-/CR and 23463A-/CR or 2 - Stainless Steel 135 °F (57 °C) Stainless Steel Clean Room Cover 23183A/CR and 3 - Polished Chrome, 23473A/CR Painted White, Painted Z - 165 °F (74 °C) Clean Room Cover 23174C-/CR and 23463C-/CR Ivory, or Painted Black Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. Y. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. a. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 5. The 135 °F (57 °C) [139 °F (59 °C)] covers have an orange label. The 165 °F (74 °C) covers have a white label. 8. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. 7 cULus Listed as corrosion resistant. 8. FM Approved as a decorative finish. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 2. Form No. F_092121 21.11.22 Rev 21.2 Page 5 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 DESIGN CRITERIA - UL (Also refer to Approval Chart) cULus Listing Requirements: Concealed Pendent Sprinkler VK4621 is cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard, Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). • Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. 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 standards, whenever applicable. DESIGN CRITERIA - FM (Also refer to Approval Chart) FM Approval Requirements: Viking Concealed Pendent Sprinkler VK4621 is FM Approved as a standard response Non -Storage concealed pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. 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 standards, whenever applicable. Form No. F_092121 21.11.22 Rev 21.2 Page 6 of 9 STANDARD AND NIK A A QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 A B �5 Installation Wrench Cap Removal Tool Figure 1: Sprinkler Wrench and Cap Removal Tool All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 2: Identification of Custom Paint Figure 3: Square Cover Assembly Form No. F_092121 21.11.22 Rev 21.2 Page 7 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 /2"NPT or BSPT 3" (76 mm) Minimum required opening in the ceiling 2'/4" ~— (57 mm) IN 2" (50 mm) Minimum 2'/4" (57 mm) A 2'/2" (64 mm) '/z„ (13 mm) If the bottom of the cover is flush with the surface of the ceiling when installed, the sprinkler adapter cup will be recessed 1/2" (15 mm). See Figure 5. Figure 4: Sprinkler Dimensions Nominal pipe engagement '/6" (11 mm) Nominal pipe engagement _ 7/16" (11 mm) 2'/2" (64 mm)-� Maximum Minimum required opening in the ceiling 2'/4" (57 mm) Af Install the sprinkler so the finished surface of the ceiling lines up within the marked'/2" (13 mm) range on the protective cap (A). Figure 5: Sprinkler Installation Dimensions Form No. F_092121 21.11.22 Rev 21.2 Page 8 of 9 A STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 USE ONLY the designated sprinkler wrenches shown in this document. Permanent damage to the Asprinkler assembly can occur if the proper wrench is not used. Other sprinkler wrenches available from Viking may fit into the sprinkler adapter cup; however, only the wrenches shown here are designed to properly install this sprinkler. C B Step 1: Insert the wrench (A) into the slots (B) on the protective cap (C). Step 1: Attach a piece of CPVC pipe as shown and tighten the thumb screw (not shown); then, insert the tool (A) into the slots (B) in the protective cap (C). n Step 2: Rotate the wrench slightly in either direction until the tines on the wrench (D) line up with the vent openings (E) on the adapter cup and lock into place. NOTE: A leak tight seal must be achieved. Turn the sprinkler clockwise 1 to 1-'/2 turns past finger -tight. Figure 6: Using the Sprinkler Wrench Step 2: Rotate the tool slightly to lock into place. Step 2: Gently, pull downward to remove the protective cap. The deflector will slide downwards on the pins. Form No. F_092121 21.11.22 Rev 21.2 Figure 7: Using the Cap Removal Tool Page 9 of 9 STANDARD AND NIK A A QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (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 �.. Minimum Maximum Install the cover plate by inserting the adpater into the adapter cup and pushing or threading into place (depending on style). Snug the cover plate in place by rotating clockwise. Ensure the cover plate is flush with the ceiling as shown to allow airflow through the sprinkler assembly. Figure 8: Installing the Cover Plate Form No. F_092121 21.11.22 Rev 21.2 New Form. t&ICU Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster ° CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Da to Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material ❑ Pipe: ASTM F442, SDR 13.5 ❑ Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange Aft rapid response'" HOME FIRE SPRINKLER SYSTEM BlazeMasteO) is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft. Ibs./ft. PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.9001, 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1 — PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 1" 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T/O T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 80132 40 0.14 80133 1" x 3/4" x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1" x 3/4" x 1" 3/4" 11/16" 3/4" 40 0.17 80260 1" x 1" x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4" x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4" x 1-1/4" x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1/2" x 1-1/4" x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 80264 1-1/2" x 1-1/2" x 3/4" 1-1/2" x 1-1/2" x 1" 9/16" 9/16" 9/16" 9/16" 1" 1-1/16" 80 80 0.36 0.38 X Y 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2" x 2" x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2" x 2" x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3" x 3" x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/O 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2" 1-5/16" 80 1.00 80014 2-1/2" 1-9/16" 80 1.91 T/O 80008 3" 1-13/16" 80 2.89 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 0.28 T/O T/O 80025 3/4" 5/8" 40 0.09 90' ELBOW & REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 T/O 80029 2" 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 Y 80031 3" 1-13/16" 80 1.82 XxY X Y T/O E80032 1" x 3/4" 11116" 13/16" 40 0.16 FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) 45" ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2' 80 0.31 T/O,!!!� 80054 2" 3/4" 80 0.56 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-1/2" 3/16' 80 0.25 80079 2" 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1" x 3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4" x 3/4" 1/2" 40 0.11 80202 1-1/4" x 1" 5/16" 40 0.12 80203 1-1/2" x 3/4" 5/8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2" x 1-1/4" 3/8" 80 0.17 80206 2" x 3/4" 13/16" 80 0.27 80207 2" x 1" 11/16' 80 0.26 80208 2" x 1-1/4" 9/16" 80 0.24 80209 2"x1-1/2" 7/16" 80 0.19 T/O 80215 2-1/2" x 1" 15/16" 80 0.42 80214 2-1/2" x 1-1/4" 13/16" 80 0.45 80213 2-1/2" x 1-1/2" 11/16" 80 0.46 80211 2-1/2" x 2" 5/8" 80 0.29 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 2" 5/8" 80 0.31 T/O 80105 2-1/2" 7/8" 80 0.58 80106 3" 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 2-5/16" 1-1/4" (1.660") 80160 1-1/4" x 1-1/4" Groove 40 0.78 80161 1-1/2" x 1-1/2" Groove 2-5/16" 1-1/2" (1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-5/16" 2" (2.375") 80 1.42 O.D. 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2-1/2" (2.875") 80 2.28 80164 3" x 3" Groove 2-1/4" 3" (3.500") 80 3.00 T/O -I 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 FIGURE 2 - FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) SCHD. (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 112" NPT 7/16" 80 0.20 80176E 1" x 1/2" NPT 7/16" 80 0.22 80175WL 3/4" x 1/2" NPT 7/16" 40 0.16 80179 1" x 3/4" NPT 13/16" 40 0.43 T/O SPRINKLER HEAD ADAPTER 80175W 3/4" x 112" NPT 1/2" 40 0.19 T/O 80176W 1" x 1/2" NPT 1/2" 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 0.16 80178 1" x 1/2" NPT 9/16" 40 0.20 80180 1"x 3/4" NPT 7/8" 40 0.40 T/O FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 40 0.41 80145 1' x 1" NPT 7/8" 40 0.63 80146 1-1/4" x 1-1/4" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 1.42 80148 2" x 2" NPT 1-11/16" 80 2.66 —T/O MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 80158 1' x 1" NPT 1-3/8" 40 0.56 T/O A XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4" x 3/4" x 1/2" NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 0.29 T/O 80249 1" x 1" x 1" NPT 15/16" 15/16" 1-9/16" 40 0.73 80256 1-1/4" x 1" x 1/2" NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16" 7/16" 1-5/16" 40 0.31 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11/16" 1-7/16" 80 0.43 X Y, 80254 1-1/2" x 1-1/2" x 1/2" NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O T/O 80258 2" x 1-1/2" x 1/2" NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP1915 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (Ib.) BACK-TO-BACK TEE X x Y x Z X Y, Z X T/O 4j Y 1 80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 Z T/O T/O BACK-TO-BACK CROSS X X Y X Z X W X, Y Z, W X T/O i iZ 80462 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 w} I 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 T/O Y T/O T/O SPRINKLER HEAD X x Y X Y ADAPTER 90° ELBOW Y T/O 80199 3/4" x 1/2" NPT 9/16" 1" 40 0.20 80198 1" x 1/2" NPT 3/4" 1-1/4" 40 0.26 X I 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 0.26 — T/O FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantabilitv and fitness for a Dar - This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. 1 1.315 1.097 1.41 Ibs/ft 91 1 1 /4 1.660 1.442 1.81 Ibs/ft 61 1 1 /2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1 /2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe 1 1.315 1.049 1.68 Ibs/ft 70 1 1 /4 1.660 1.380 2.27 Ibs/ft 51 1 1 /2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1 /2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, c�L A C%-16 Chesterfield, MO 63017 contact your salesperson us (800) 325-4467 today at (800) 325-4467 or LISTED MOOSE TUBE COMPANY FAX: (636) 537-2645 (636) 537-2600 in the USA, www.bullmoosetube.com or from Canada F INI A CR R company e-mail: saleskbullmoosetube.com call (800) 882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09