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Home My WebLink AboutPLANS FIRE SPRINKLER - 16-00577 - 117 S 2nd E - Mattson Apts - Bldg B NO 23 UnitsWATER FLOW INFCATICN' 5TATIC:10 RESIDUAL:68 FLOWING: 1130 DATE : 02-01-2017 LOCATION : ON 51TE TESTED 5�r : PHOENIX FIRE — Vv W Z_ M IMEGALUG Retaining Flange Finished Floor Slab MEGALUG Retaining Flange W WIW W W W— W_ W �,\ 4' C-900 4e C-900 to Concrete Thrust Block/ Protect Fitting W/ HISERD STUB -IN DETAIL NTS r r1511N Y E 15T 5OUTN ,TTBW W W W W W W % IIA T r5ON 4 IFA /R TNEN r,3 TO 5E FULLr Si=fRIN<LEfED A5 fEF NFf=A 13�R 2013/ AND ALL Tr7 AND LOCAL CODES AND OfR[D INANCES �F)F)f�;�OX�_44�/649�5_0�rT L �Y1oVc r� D TM t L.rD c ATi DA 466 2" min I ueeni GENERAL UNDERGROUND NOTES W— W— jjjjp�111111111111111111 111, 2'/ ELIC: ALARM E3ELL PHOENIX POINT OF GONNFCiION 70 BE AT FF 45OvE FINI5k4 FLCOR. UN�ErR;�(_`;;ROUND fi0 SE INSTALL€b Bl' OTHERS. SHOUJN FOR 4YDRAULIG PURF05E5 ONLY'. N Alt W E SITE PLAN NTS S 1 - ALL UNDERGROUND FIRE MAIN PIPING TO BE INSTALLED IN ACCORDANCE WITH NFPA M3, 24. PHOENIX P.O.G. TO BE AT FF ABOVE FINISH FLOOR 2 - SCOPE OF WORK TO COMMENCE AS INDICATED ON SITE PLAN. 3 - UNDERGROUND PIPING SHALL BE C-900 WITH CLASS 50 DUCTILE IRON THROUGH FLOOR SLAB 4 - CHANGES IN DIRECTION OF PIPING TO BE MADE BY THE USE OF MECHANICAL JOINT FITTINGS 5- THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND ENDS OF MAINS PER NFPA 13 & - FLUSHING AND TESTING OF UNDERGROUND PIPING TO BE PERFORMED AS PER NFPA 13 1 - NUTS, BOLTS, RODS, WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES ON ALL UNDERGROUND PIPING ARE TO BE COATED WITH BITUMINOUS OR OTHER APPROVED CORROSION RETARDING MATERIAL & - AS PER NFPA 13 10.4 THE DEPTH OF COVER FOR BURIED PIPE, AS DETERMINED BY THE STATE FIRE MARSHAL, SHALL NOT BE LESS THEN 54", TO THE TOP OF THE PIPE, BELOW THE FINISHED GRADE. 9 - ALL BURIED U.G. PIPING TO MEET THE REQUIREMENTS OF NFPA 13 10.4.1 THRU 10.41o, AND LOCAL AUTHORITIES. 10 - TRACER WIRE TO BE USED ON ALL UNDERGROUND PIPE. on � 1, #VMS v xN e RV ' % ., k rekj�� IX '�.-S"i{.' /� .: ♦ u # ' —f t' W Imo_. 4— ti U ti.._N 72 ` r y VICINITY MAP • PROJECT LOCATION <f RISER KEYED NOTES SPRINKLER DESCRIPTION 1 THRUST BLOCK SIZED IN ACCORDANCE W/ NFPA 13 NPT. I 2 4" C-500 FROM CITY WATER SUPPLY QTY. 0 4" DUCTILE IRON THROUGH FLOOR GLOBE RES. PEND 3 SLEEVE AT FLOOR SLAB V 2" CLEAR SPACE AROUND PIPE 1 T 4 MEGALUG RETAINING FLANGE 270 5 SUPPLY SIDE PSI GAUGE RELIABLE HSW 16 x 20 6 4" DERRINGER DOABLE CHECK BACKFLOW PREVENTER 2" 155 1WHITE WITH 4" BUTTERFLY VALVES ELECTRICALLY SUPERVISED OPEN 6 O7 4" BUTTERFLY VALVE SUPERVISED OPEN AND 4" RISER GLOBE DRY HSW QR MANIFOLD TO STANDPIPE SYSTEM. 1 0 QQ 2" BUTTERFLY VALVE SUPERVISED OPEN AND 211 RISER MANIFOLD TO BAWIENT SYSTEM. I, :rt FDC WITH CHECK VALVE AND BALL DRIP 3 t GL5626 ® 4 WAY EQUAKE BRACE AT TOP OF EACH RISER 5.6 2" SPRINKLER HEAD CABINET W1 MIN 12 SPARE HEADS N/A 1 NOT USED OL5601 + ALL ELECTRICAL WIRING BY OTHERS 5.6 « SIGNS AS REQUIRED RECESSED O MAIN DRAINS TO BE TIED TOGETHER AND DRAINED GL4910 MAX HEAD GL5641 HSW RA3533 HSW TO SAFE LOCATION OUTSIDE. LOCATION TO BE X 20' X 20' X 20' MAX MIN SPACING 8'-0" MAX 4"-6" DOWN MAX 4" — 6" DOWN FIELD VERIFIED HEAD CABINET WITH MIN. 12 SPARE HEADS & WRENCH ES PROVIDED ®bi NOTE: U.G. TO BE FLUSHED AND HYDROSTATICALLY TESTED AS PER NFPA 13 AND LOCAL CODES PRIOR TO CONNECTION TO SPRINKLER SYSTEM 41 RISER DETAIL PROVISIONS FOR FORWARD FLOW OF BFP THRU 3" OUTLET l'y' 0 114" e T•0" r.ONNECTION CAPABLE OF FLOWING `I '" 185GPM@PITC T OF PSIS GENERAL NOTES: O FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13R, 2013 EDITION. ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. 9 ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS, Q4 ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. s SPRINKLER PIPING TO BE HUNG AS PER NFPA 13R. s PIPING LAID ON OPEN JOISTS OR RAFTERS SHALL BE SUPPORTED IN A MANNER THAT PREVENTS LATREAL MOVEMENT. (DNOT USED (D ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A FABRICATION SHOP PER NFPA STANDARDS. SPRINKLER PIPING SHALL BE SUPPORTED IN A MANNER THAT PREVENTS MOVEMENT OF PIPING UPON SPRINKLER OPERATION 1D ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 11 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. 12 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. 13 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: _NAME 14 DOMESTIC MATERIAL NOT REQUIRED. 10 1s ELEVATION OF PIPE SHOWN AS [0-0] IS FROM ABOVE FINISHED FLOOR FLOOR AND ELEVATIONS SHOWN AS [0-0 bts] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. 1s PIPING: CPVC PIPING CONFORMING TO NFPA 13, RISER ASSEMBLY AND ALL EXPOSED PIPE, TO BE STEEL. STANDPIPE TO BE SCH 10 STEEL PIPE. 17 SPRINKLERS ARE NOT REQUIRED IN ATTICS PENTHOUSE EQUIPMENT OOM, ELEVATOR MACHINE ROOM AND SHAFTS CRAWL SPACES AND OTHER CONCEALED SPACE NOT USED OR INTENDED FOR LIVING PURPOSES PER NFPA 13R 6.6.6 1N ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS 100 P.S.I., BRANCH ONES SUPPORTING SPRINKLERS IN A PENDENT POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN 12" NFPA 13 9.2.3.4.3.1 & 2, AND BRANCH LINES SUPPORTING PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. 1s PER NFPA 13R 6.4.6.3.3.1 SHADOW AREAS SHALL BE PERMITTED AS LONG AS THE DRY AREA DOES NOT EXCEED 15 SQ FT. 9" Tn RISER MANIFOLD W/: a (1) DRAIN AND TEST 0 a (2) FLOW SWITCH (3) PRESSURE GAUGE g e (4) PRESSURE RELIEF VALVE > o Z RISER MANIFOLD DETAIL , NTS -:�-/ MATTSON NORTH BUILDING SPRINKLER SCHEDULE & LEGEND SYMBOL SIN SPRINKLER DESCRIPTION RESP. K—FAC NPT. I TEMP. I FINISH I ESCUTCHEON I QTY. 0 GL4910 GLOBE RES. PEND OR 4.9 1 T 155 1 WHITE I RECESSED 270 14 RA3533 RELIABLE HSW 16 x 20 OR 5.8 2" 155 1WHITE RECESSED 6 4 GL5641 GLOBE DRY HSW QR 5.6 1 200 1 CHROVEI RECESSED 3 t GL5626 RELIABLE HSW ELEVATOR PIT OR 5.6 2" 200 IBRASS I N/A 1 0 OL5601 GLOBE PEND OR 5.6 2" 200 ICHROMEI RECESSED 35 GL4910 MAX HEAD GL5641 HSW RA3533 HSW SPACING 20' SPACING 16' SPACING 161 X 20' X 20' X 20' MAX MIN SPACING 8'-0" MAX 4"-6" DOWN MAX 4" — 6" DOWN HEAD CABINET WITH MIN. 12 SPARE HEADS & WRENCH ES PROVIDED TOTAL COUNT THIS BUILDING =31 E or PHOENIX FIRE PROTECTION 4130 AIRPORT ROAD NAMPA IDAHO 83687 (208) 468-9115 (208) 461-9117 fax ID. LIC. F.P.S.C. #108 IAPUBLIC WORKS LIC. #16630-A-4(13930) UTAH LIC. # 6579958-5501 5370 OREGON LIC. # 181692 WYOMING ID # 2008-000553828 WASHINGTON LIC. # PHOENFP911KL JDA (NORMATfON JOB NAME: MATT50N APT5. NORTH ADDRE55: E IST SOUTH AND 2ND E. REXBURG, IDAHO 63440 DRAUN 5T : JAVIER CERVANTE5 CHECKED BY : TRENT BICE NICET a 101524 DATE : MARCH 2011 CODES ; NFPA 13R, 2013 - IBC 2012 OCCUPANCY CLASS; RE511DENTIAL CONSTRUCTION TYPE : TYPE V-A SQUARE FOOTAGE : 44,649 NUMBER OF FLOORS : 4 51TE PLAN SCALE ; AS NOTED ON PLANS IL NOTICE IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT FREEZING THROUGH— OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN ENCLOSURES FOR DRY PIP, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO THE SPRINKLER SYSTEMS. CONTRACT WITH: HEADWATERS CONSTRUCTION 115 S 2ND WEST REXBURS,ID. 83440 PHONE NUMBER: (208) 181-8040 NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES The records al this orgmlzetlsu chow that TRENT BICE Automatic Spiulder System layout 00301 / LEVEL 111 m +owned m the L"Ismani ara(s) Tx'mot Certification No. 101524 cmtuiaua(e) vena xhra 04/01/2018 NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES The records of this organization shave that JAVIER CERVANTES Automatic Sprwar System layout LEVEL 11 is mrtlNed in the technical area(s) Technician Certification No. 140350 I on(a) vend Th. 06/01/2018STITUTE FOR CERTIFICATION NEERING TECHNOLOGIES s of this organization show that OK STEWART tic Sprinkler System layout LEVEL I tiied in the temated area(s) chnician CmNNation No. 141221 an(a) vans Th. 10/01/2018 APPROVAL STAMP IDAHO STATE 119 MARSHAL'S OFFIICL: 6PRINKLIA PLAN AEVI0 f4ItC0n M0,MDATION ® 9E EFfiphgNCt B A yIA%!1gIE0 tq�ft5,'9C ,V.CN?`YMARwUES y 000Af%q.T a NANT00II46ArrACHED ApRNOVCB REJECTED SIGNATURE_ DATE --7 FIRE AGENCY NAME F F I SHEET 1 OF 3 INSULATION -TENT OVER PIPE WITH VISQEEN TO AVOID FILLING IN BETWEEN PIPE AND CEILING. COLD AREA STRUCTU SPRINKLER PIPING TO STAY V15QUEEN AS CLOSE TO TRUSS HEATED AREA 50TTOM CHORDS AS POSSIBLE TENT MULATION DETAIL SCALE: NTS 0 1 oto CPUC DOUBLE FASTENER STRAP TYPE HANGER NOT TO SCALE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE 0 0 I CPVC OFFSET NO BLOCK TYPE HANGER NOT TO SCALE LISTED RESTRAINT FOR 3/4" TO 2" CPVC FOR VERTICAL OR HORIZONTAL INSTALLATION Tat CPVC DOUBLE FASTENER STRAP TYPE HANGER NOT TO SCALE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE AS PER NFPA 13R, MINIMUM DISTANCE FOR SPRINKLERS ARE AS FOLLOWS: R6 . e FRONT OF FIREPLACE -------------------- 60" e KITCHEN RANGE, WALL OVEN -----------• 18" HOT AIR FLUES, UNIINSULATED 0 HEAT DUCTS GLOBE RES. PEND e UNINSULATED HOT WATER PIPES --------- 12" e SIDE OF CEILING OR WALL---------------- 24" MOUNTED HOT AIR DIFFUSERS 270 - FRONT OF WALL MOUNTED ---------------- 36" HOT AIR DIFFUSERS QR -HOT WATER HEATER OR FURNACE--------- 6" • LIGHT FIXTURE OW -250W ------------------ 611 e LIGHT FIXTURE 250W -499W --------------- 1211 CENTER OF CELMG FAN CENTER OF HEAD----- 36" • SPRINKLERS ARE NOT REQUIRED IN BATHROOMS NOT EXCEEDING 55 SF. • SPRINKLERS ARE NOT REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WHERE THE SPACE DOES NOT EXCEED 24 S.F. AND THE LEAST DIMENSION IS (t OR E 3'. • SPRINKLERS ARE NOT REQUIRED IN OPEN ATTACHED PORCHES, CARPORTS, AND OTHER SIMILAR STRUCTURES. • SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT INTENDED FOR LIVING PURPOSES OR STORAGE. • SPRINKLERS ARE NOT REQUIRED IN ENTRANCE FOYERS THAT ARE NOT THE ONLY MEANS OF EGRESS. SHADOW AREAS SHALL NOT EXCEED 15 SQ FT 8 Nd IY1, =mmlllIt T MM Tom' 1� r nA HANGER TICKS AND EARTHQUAKE BRACING SYMBOLS ARE SHOWN AS GRAPHIC REPRESENTAION ONLY, ACTUAL LOCATIONS MAY VARY PER FIELD CONDITIONS. ALL HANGERS AND EARTHQUAKE BRACING IN ACCORDANCE WITH NFPA 13 922, TABLE 922.1 FOR HANGERS AND NFPA 13 935 AND HYDRAULIC CALULATIONS FOR EARTHQUAKE BRACING IAA SEE FP3 FOR SEISMIC CALCULATIONS 111 ►Z4ioIc1 a ►! � ^� 04 1 a-5 1 Iclal►Z4 =w 2ND FLOOR FIRE PROTECTION PLAN APPROXIILITBLY 11,142 SQ FT 1' — 0- elI loloh�( IST FLOOR FIRE PROTECTION PLAN APPROXOLITRLY 11,!42 SQ FT 9/OE' = 1' — 0' 811191114 8 " 4TH FLOOR FIRE PROTECTION PLAN APPROXIYAThZY 11,142 SQ FT 0/3E• = t' — 0- • 8 4 0 e 6 .m 3RD FLOOR FIRE PROTECTION PLAN APPROXO/ATRLY 11,142 SQ FT 9/3E' - 1' — 0' • 8 40 8 16 MATTSON NORTH BUILDING CPRINKI FR SCHFDIIIF & LEGEND SYMBOL SIN SPNNKLER DESCRIPTION R6 . K -TIG NPT. THIP. I RNISH ESCUTCHEON GTY. 0 GL4910 GLOBE RES. PEND OR 4.9 1/2" RECESSED 270 4 RA3533 RELIABLE HSW 16 x 20 QR 5.8 1 2" RECESSED 6 d GL5641 GLOBE DRY HSW QR 5.6 1 MAASS RECESSED 3 4 GL5626 RELIABLE HSW ELEVATOR PIT OR 5.6 1 2 N AGI 5601 GLOBE PEND QR 5.6. 1 2" RECESSED 35 GL4910 MAX HEAD GL5641 HSW RA3533 HSW SPACING 20' SPACING 16' SPACING 16' X 20' X 20' X 20' MAX MIN MAX 4"-6" MAX 4" SPACING 8'-0" DOWN - 6" DOWN HEAD CABINET WITH MIN. 12 SPARE HEADS & WRENCH ES PROVIDED TOTAL COUNT THIS BUILDING = 1 PHOENIX FIRE PROTECTION 4130 AIRPORT ROAD NAMPA IDAHO 83687 (208) 468-9115 (208) 461-9117 fax ID. LIC. F.P.S.C. #108 &PUBLIC WOW LIC. #16630-A-4(13930) UTAH LIC. d 6579958-5501 5370 OREGON LIC. # 181692 WYOMING ID # 2008-000553828 IIASHINGTON LIC. # PHORNFP911KL JOB INFORMATION JOB NAME: MATTSON APTS NORTH ADDRESS: E IST SOUTH AND 2ND E. REXBUIFI IDAHO 83440 DRAWN BY: JAVIER CERVANTES CHECKED BY: TRENT BICE NICET 0 101524 DATE: MARCH 2011 CODES : NFPA 13R, 2013 - IBC 2012 OCCUPANCY CLASS: RESIDENTIAL CONSTRUCTION TYPE : TYPE V-A SQUARE FOOTA@E : 44,649 NUMBER OF FLOORS: 4 FIRE PROTECTION PLAN SCALE : AS NOTED ON PLANS NOTICE R IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT FREEZING THROUGH— OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN ENCLOSURES FOR DRY PIP, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO THE SPRINKLER SYSTEMS. CONTRACT WITH: HEADWATERS CONSTRUCTION 115 S 2ND WEST REXBURG,10.83440 PHONE NUMBER: (208) 181-8040 NATIONAL INSTITV'1'E POR CERiTMI TION IN ENGINEERING TECHNOWOMS ttim ditE�d tdl TRENT BICE A"mm0e *x ",PP'yP, 00301 / LEVEL III x ".mea m me ted�et me•b) r:cwme c�.uae ne. 101524 .1 v.m Tmu 04/01!1018 NATIONAL LNSTR1PlE POR C=R=CATION IN ENGINEERING TECHNOLOGIES Ra'. d IEY mlmbYm ew tAel JAVIER CERVANTES ad.m.ue LEE � LEVEL II x mmaa m w. temmw Eedd nadm owlemx. x= 140350 oP,m.0eo1 vemmN 06/01/2018 NATIONAL INSR9TUTE FOR CERTDTICATION IN ENGINEERRIO TECHNOLOGH:S tae,. dux ar' O d•. ud BROOK STEWART lPwPPw SP`xu. PPAPP xym LEVEL I x e.Be.a m uu temmw era(d rEAdaev 0emesOm xe. 141221 Guxreu*.) vem m• 10/01/2018 APPROVAL STAMP IDAHO STATE FIRE MARSHAL'S OFFICE SPRINKLER PLAN REVIEW RECOMMENDATION ❑ACCEPMNCE 0A59*WTTpo gmTKA1TAg1EomaTSM.Am4rs SIGNATURE Pl Imo` OATE�� FOR USE BY LOC HAVIN43JURISDICTION ❑APnnwm DPIIECTm SIGNATURE DATE_ =IRE AGENCY NAME - F OVII 6 Ff=2 SHEET 2 OF 3 1 5� CANTED WALL (TYR) I 4" PUP PIECE BETWEEN FLOORS WITH FLEXIBLE COUPLINGS ON BOTH ENDS RISER CLAMP ON TOP OF PUP PIECE J 3 ROOF HOSE VALVES TO BE INSTALLED PER NEPA 14 132 (5) I I1' 1�4��t ��AW��■ � 9.9.9.9t9.9rH N99��y - e a . 1 ' / • �j�jj�jj�t�j� 1 1 I IF BEDROOM CANTEDIN61ULA ION ON FEED F R 2ND • • • S - _ • P LEvEL OF PIPE I I \_� •°—• APARTMENT II— i • STAIR® 3RD FLOOR 2ND FLOOR 4 I/2" HOSE VALVE 11 11'lb� a V-0" AFF. F-30-6-1 HALL F1 307 HALL All 308 STOR 3 F-3-06-1 HALL �-1ST FLOQe �,,IIIASTAIRF#4 NOTE: �IRmtwaee / PINI SY160L SHAY BRAGS AUAOIMENT A{D]1 pa apR fa10 WAW NAM RPE I. a SEE CALCSL� !A"h• NO of atUdtd 1 P (SEE PLk1I RPE�0' — Plff /,. I NG �� #0;;) e�all �. �u 4' ?Fu U RPE BEING BRACED 17 provided m II vat khI paW" Of ftue-x PIP, 14 ete aeary rWl4 mbblRof dt sail WHem GICN botlled•dcawLa LpNONDINALLY yY}410 IIli11 �'_`\IIIIIIIII' TO ACT A9 LGNGITUpINAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE mcpm dNF to 4`YAYA9ACE L15114142 L�91G4LLAmc-E .. SCALE: NTS SCALE: NTS SCALE: Nis m °PL+J' mgrd(eee or elm OF THE PIPING BEING LATERALLY BRACED. (1) aid bele RO tete" M uppat fa a wui a cow mural p" iii ',i •- FP3 STAIR 3/SECTION DETAIL 1/4" = 1' - 0" EARTHQUAKE AND SWAY BRACE ATTACHMENI UEIAILS Flexible Couplings Shall be Installed as Follows: NOTE: �IRmtwaee / PINI SY160L SHAY BRAGS AUAOIMENT A{D]1 pa apR fa10 WAW NAM RPE I. a SEE CALCSL� !A"h• NO of atUdtd 1 (a x*i rm (SEE PLk1I RPE�0' — Plff /,. I NG �� #0;;) �p gyp. IAMRM YCED `f^0 �u 4' ?Fu U RPE BEING BRACED —SWAY 9UQ AUAOWOIT 4 '}` AFCON OD20 CIAA• provided m II vat khI paW" Of ftue-x PIP, 14 ete aeary rWl4 mbblRof dt sail WHem GICN botlled•dcawLa LpNONDINALLY yY}410 13AW111BLL iP TO ACT A9 LGNGITUpINAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE mcpm dNF to 4`YAYA9ACE L15114142 L�91G4LLAmc-E LA �9ACE SCALE: NTS SCALE: NTS SCALE: Nis EARTHQUAKE AND SWAY BRACE ATTACHMENI UEIAILS Flexible Couplings Shall be Installed as Follows: NOTE: Lleted f"Id FA'^ rdgLbga ml a wd p" Will M uoAdW as Rican JoMA b aNw U SWAY BRACING ATTACHED TO CMU BLOCK MNdal eedkae of plpY,g2 h! m)a1 bran di woRIMIN Wh the kdYkWI idt be baldegto NN COWMPI 1l be merged b GObddr slll WWdaal WapareWo SHALL BE THROUGH BOLTED. of atUdtd 2) PER NFPA 13935.93 TFs iOXrokg I a ah31 b6 lrotalEd as FalaE: P SWAY BRACING ATTACHED TO WOOD SHALL BE THROUGH BOLTED, EXCEPT WHERE (UUAIMn 24 h of be top and bay.. OF all flow. IT IS NOT PRACTICAL DUE TO THICKNESS OF fanptlal No,6 h rbm leu bu 3 11111 Wo II Able 000*0" pdmktod W be Mated MEMBER OR INACCESSIBILITY, IN THESE ErmpJai Ib2: 11111em3bliftmid cro llenbb mol Ie edeLNe'n O)dit I2ham&4oNs24hb"lTr lbxllmWetOy Uhn tle N.ble CGPIM CASES LAG SCREWS SHALL BE PER"ITTED. baba els Hoa b ab020n tb-h eeh a 0n mb r{apgNg ba Ma, a Rmbb rayNhS 11 NOTE, PER NFPA 13 9535 provided m II vat khI paW" Of ftue-x PIP, 14 ete aeary rWl4 mbblRof dt sail WHem GICN botlled•dcawLa U LATERAL SWAY BRACING SHALL BE ALLOWED F'Mpt10e F1td'b POe cap! EenM reglMdeMe deeares artud 0e p1aebprovldadh 473f4ExJ TO ACT A9 LGNGITUpINAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE eMaNrceab WI3I (4)Uls 24 h d bWmlI eq»esn lobo NG NG NGBRACED. PIPIBEILOITUDINALLY (5)UIIWBMhof dt toF•d bMlGn ofdnpebkMlhu, rark eprLihe,eM nmdMs,regrdMu 2) AY BRACING B ME M plpee� RA S ALLOWED TO ACT d8 LATERAL BRACES IF ALLOWLONGITUDINALTOACT (6)WW124 kaf beMry attrop eowedbg S R R Wo b pmIm Of eylr e10p"res N• THEY ARE WITHIN 24" OF THE CENTER LINE m °PL+J' mgrd(eee or elm OF THE PIPING BEING LATERALLY BRACED. (1) aid bele RO tete" M uppat fa a wui a cow mural p" BRACE PIPE 91E SWAY BRACE USE IIAK DIST WK ATTACHED TO TYPE FIWRE 5 BTU BRACES �B U—' 4" 4 WAY ALL FIGURES 25' 4" LATERAL FIGURE E 40' 4" LONGITUDINAL FIGURE E 80' INSTALL USING FIGURE(S) � � FASTENER z BRACE AS \`r9. FIGURE E WHERE SWAY BRACE FASTNER IS BELOW HANGER POINT OF ATTACHMENT EARTHQUAKE AND SWAY BRACE POINT -OF -ATTACHMENT FIGURE SWAY BRACING SHALL BE INSTALLED BASED THE FOLLOWING INFORMATION: NOTE - SF/SM/C BRAC/NC= TO OE /N57,4LLED ,4S PFR NFP,4 13 ,4C7U,4L LOC,47/ON5 1" A'r- V,41RY DUE TO FIELD GOND/T/ONS 3 15 CANTED I WALL (TYP.) •10 STANDPIPE FPC (PUMPER TRUCK $RC, CONNECTION ) SP �B L z sTa :9 STAIR #4 4TH FLOOR 2" TO SYSTEM AND CONTROL VALVE • 5'-0" AFF. GANG DRAIN TO BE 1-1/4" AND DRAINED TO SAFE LOCATION. 4" STANDPIPE 3'-0"AFF. 2 IR" HOSE VALVE • V-0" AFF. I COUPLING • I'-0" AFF. RISER CLAMP 3RD FLOOR MAIN FLOOR LANDING COUPLING • 1'-0" B.O.D. TYPICAL STANDPIPE / FLOOR MANIFOLD DETAIL PND THROIUGN 3RD FLOOR NTS STAIRS #4 S �B G IST FLOOR 2ND FLOOR •• STANDPIPE GANG DRAIN TO BE ONE PIPE SIZE LARGER THAN SIZE OF SYSTEM DRAIN LINE GANG DRAIN TO BE 1 1/4" AT FIRST FLOOR •• FLOOR PENETRATION SIZE TO BE 2" TOTAL CLEARANCE AROUND BOTH STANDPIPE AND GANG DRAIN �B �B �B �B FIFE SYSTEM DESIGN DATA I Z rMOTE AREAxP I %gm— LIGHT ft2 AII" 1.0 .v. 3 A.S. 0 e q " '• . 1118 oa A, 1243 . Ai SP 2 STANDPIPES FLOWING 500 GPM FROM MOST REMOTE AND 50 GPM FROM OTHERS ( 150 GPM TOTAL ) N 9T5a wR 2250 .r ne..e WATER SUPPLY INFORMATION:,ww"o 160Pa. vAmxe EIS" .,. ON SITE m PM'IPER TRUCK am APPROVALS REWIRED: STATE FIRE DEPT, OMER PUMPER TRUCK TO PRODUCE 1500 GPM • 150 PSI THIS IS A SAFETY OF 43.1 psi or 23 % or SUPPLY • STAIR #3 41 �B 4" STANDPIPE 3'-0"AFF. 2 1/2" HOSE VALVE • V-0" AFF. IST FLOOR I'-0"AFF. COUPLING • I'-0" AFF. RISER CLAMP rs - -MAN BOOR LNJDNG - -COUPLING • 1'-0" BAD.^—TYPICAL STANDPIPE DETAIL --IST TWROV-44 4TH FLOOR NTS RS �E3 STANDPIPE PLAN z Kq m 1/8• - 1, - 0• Ya: 8 4 0 8 16 • ..- 11�=II•• B �9 STAIRS /I3 • m TpT iOi .—I I PHOENIX FIRE PROTECTION 4130 AIRPORT ROAD NAMPA IDAHO 83687 (208) 468-9115 (208) 461-9117 fax ID. LIC. F.P.S.C. #108 &PUBLIC FORKS LIC. #16630-A-4(13930) UTAH LIC. # 6579958-5501 5370 OREGON LIC. # 181692 WYOMING ID # 2008-000553828 WASHINGTON LIC. # PHOENFP91Ila JOB INFORMATION JOB NAME: MATTSON APTS. NORTH ADDRESS: E IST SOUTH AND 2ND E. REXBURG, IDAHO 83440 DRAILN BY : JAVIER CERVANTES CHECKED BY; TRENT BICE NICET 0 101524 DATE : MARCH 2011 CODES: NFPA 13R, 2013 - IBC 2012 OCCUPANCY CLASS : RESIDENTIAL CONSTRUCTION TYPE : TYPE V-A SQUARE FOOTAGE : 44,649 NUMBER OF FLOORS : 4 STANDPIPE/DETAIL PLAN SCALE : AS NOTED ON PLANS NOTTCE IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT FREEZING THROUGH- OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN ENCLOSURES FOR DRY PIP, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPUES TO THE SPRINKLER SYSTEMS. CONTRACT WITH: HEADWATERS CONSTRUCTION 115 S 2ND WEST REXBUR3,ID.83440 PHONE NUMBER: (208)161-W40 ' NAnONAL II2ETTTa/TC MR CERTIFICATION W ENOIIlEERIIIO MCID[OWGM b. R. d" Rube t tat TRENT BICE am 00330101 //BRILEVEL nrL 0III b awWlad b W a.mbt ..(.) 1'tlddm CWtlae.lb xa 101524 o wmNwd•) viiia mr. 04/01/2018 NATIONAL IIn4PME MR Clad IPICATION IN MGR RiN6 TE.'C]IIaOLO = m .ab d tb w,IW2. dor td JAVIER CERVANTES Aamm ape Bae® ]-'am LEVEL II f.addm D.amulm K. 140350 r mo- u.(.) wm 06/0112018 NATION ENOMEEROt6 TECFINC TION ORWGMS i ,.eorb d Tab V� ter Out BROOK STEWART Iute..tle *F W. Aged LEVEL I 141221 � Lsmwa.11 eua m 10/01/2016 _ IDAHO STATE FIRE MARSHAL'$ OFFICE SPRINKLER PLAN REVIEW/ RBCOMMENOATION ❑ ACCEPTWCS ❑ Aiw84hRED 1MAtiAFMnCDu4fbT5 ❑ DORM l/.€eT [3 CotkYTIII in ATIA_ ED SIGNAT2RE G .A� DATE F R S L AL AU ORITY haAVIN NJ fll$OICTION [3 *PROM ❑ REJECTED SIGNATURE DATE FIRE AGENCY NAME FF3 sHEET 3 of 3