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HomeMy WebLinkAboutMIS95-0161 Sprinkler System - MIS Permit / Conditions - 4/26/1995 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 M I -E;C: F., l- 1_ R NI F-:..C?U:a P F R M 1 "T FOR INSPECTIONS CALL. 427--9670 doi41 MI S95-016i PARCE`r-t 1,22034001 PLAT , D 1 V : BLK : LOT t JOB ADDRESS : E 2911 !'�,.r.1 t 'r"dr! i GHT ST ALLYN APPLICANT : DIOCESE OF OLYMPIA 275-5130 OWNER i DIOCESE: OF OL_YMP I A 275-5130 LEGAL : TA 14 Of $112 St i GOUT LOT 4 EX FS #32117 BK 146 PROJECT DESCRIPTION : SPRINKLER SYSTEM PROJECT LOCATIONr SR 3 TO LAKELAND DRIVE TO WHEELRIGHT PROJECT NOTFS : s:ra0xmaet �.t.m TYPE AMOUNT BY DATE RECEIPT ' PRMT $ 25 .00 KS 03/21 /95 1O6 f f TOTAL. : 25 .00 ` / i`YU1511 'ON AQfAT �bATE MIS_PAIfT, rev, ifl t ii!92 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED 1 CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE T. date by date b date -' 9 by . PLUMBING Attic y OTHER Groundwork date by DW D.W.V. b WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PF" RM 1 -F' f, C) ND i -T 1 C?Nr Case No . , M I S55--0161 For . DIOCESE OF OLYMPiA Pages 1 1 . PROTECTION IS REQUIRED UNDER BOTH CANOPIES . 2 . C04f ffACT F I RE,t MARS L FOR HYDRO TEST AND FLOW TEST . �,ff P Y I CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Attic Groundwork date b date b y D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 M i C F L t_ A N E7 011) S p v R m i T FOR INSPECTIONS CALL 427--9670 QD H 1 MI S95--0161 PARCII— 022203400140 1 PLAT c D I V . BLK m LOT : JOB ADDRESS % E 280 WNLLI—WRIGHT ST ALLYN APPLICANT : DIOCESE OF OLYMPIA 275-5130 OWNERe DIOCESE OF OLYMPIA 275-5130 LEGAL ; Tit 14 8F S112 81 3 60YT LOT 4 Ff FS #3287 eK 146 PROJECT DESCRIPTION : SPRINKLER SYSTEM PROJECT LOCATIONr SR 3 TO I.AKEL.AND DRIVE TO WHEIr L.R IGHT PROJECT NOTES : TYPE AMOUNT BY DATE RE+CF I PT PRMT 4 25 .00 KS 03/21 /95 106 r TOTAL : 25 .00 O R 0 AQF:NT DATE IIIS PONT, coy; fW1192 COMPLIANCE 'TO ATTACHED CONDITIONS IS REQUIRED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE T. date by date by date by PLUMBING OTHER Groundwork Attic date b date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Case No . : MIS95-0151 Far : DIOCESE OF OLYMPIA Paget 1 1 ) 1 PROTECTION 1S RFOUIRl=D UNDER BOTH CANOPIES . 2 . CONTACT FIRE MARSHAL FOR HYDRO TEST AND FLOW TEST . I CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork date b date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I I MASON COUNTY FIRE MARSHAL Mason County Bldg.III 426 W.Cedar FILE COPY P.O. Box 186 Shelton,Washington 98584 (206)427-9670 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION PERMIT NO.M16c15 O) to I MASON COUNTY FIRE PROTECTION SYSTEM PERMIT APPLICATION NOTE: This application must be completed and accompanied by a minimum of three (3) copies of plans, specifications and applicable calculations per Mason County Fire Protection Standards and brought to the office of the Mason County Fire Marshal . This is not a permit, and failure to submit all necessary information will cause a delay and/or rejection of your submittal. When a permit has been issued, you will be notified. PLEASE PRINT I a a o34 oo t -T-a«e-k I y l #1 OWNER Diocese of Olympia PHONE SITE ADDRESS E. 280 Wh 1 ;ght- FIRE DIST. CITY Allvn STATE WA ZIP DIRECTIONS TO JOB SITE—S.R. 3 t_o Lga p-l and OWNER MAILING ADDRESS P. 0. BOX 12126 CITY Seattle STATE Wp ZIP g8In2 LIEN/TITLE HOLDER_ -SAME ADDRESS CITY #2 CONTRACTOR Assured Fire P otPct;on, TncCONTRACTOR PEG # ASSURFF072L5 ADDRESS 11206 - 32nd Street Fast EXP. DATE S_/ 7 96 CITY Pl,yal 1n STATE WA ZIP #3 PARCEL # - - 1 222(1 on1/n LEGAL DESCRIPTION NOT AVAILABLE #4 BLDG. SQ. FT (EXISTING/PROPOSED) 1ST FL 3202 / / 2ND / 3RD / BASEMENT 14n4 / DECK / #BR #BATH GARAGE / CARPORT / ENCL ATTIC: Y N OTHER SQ FT USE OF BUILDING Episcopal Church #5 DESCRIPTION OF WORK: SPRINKLER: WET DRY STANDPIPE: WET DRY AUTOMATIC FIRE ALARM CORRIDOR SMOKES HOOD & DUCT DRY CHEMICAL WET CHEMICAL HALON NEW SYSTEM�MODIFICATION NUMBER OF NEW DEVICES MONITORING STATION PHONE #6 DOES YOUR SUBMITTAL INCLUDE: 1 . DIMENSIONS, SCALE, NORTH ARROW? YES__t_NO_ 2 . FLOOR PLAN AND CROSS SECTIONAL ELEVATION? YES NO_ 3 . ALL CON CEALED SPACES (LABELED COMBUSTIBLE AND NON-COMBUSTIBLE) ? YES No i11 A• 4 . ALL AREAS ON OPPOSITE SIDE OF NEW WALLS? YES7 NO_ 5 . CUT SHEETS OR REFERENCES FOR ALL NEW DEVICES? YES NO_ N. 9• 6 . LOCATION/DESCRIPTION OF ANY EXISTING DEVICES YES NO_ N q• 7 . BATTERY CALCULATIONS FOR FIRE ALARM SYSTEMS? YES NO N•� 8 . RISER/WIRING DIAGRAM FOR FIRE ALARM SYSTEMS? YES _NO ' 9 . HYDRAULIC CALCULATIONS FOR SPRINKLER SYSTEMS? YES X 'NO NOTE: WORK MAY PROCEED ONLY IN ACCORDANCE WITH A VALID FIRE PROTECTION SYSTEM PERMIT ISSUED BY THE MASON COUNTY FIRE MARSHAL. A VALID PERMIT AND AN APPROVED SET OF PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION AND MUST REMAIN THERE UNTIL A FINAL INSPECTION IS DONE BY THE MASON COUNTY FIRE MARSHAL. FAILURE TO OBTAIN A VALID PERMIT PRIOR TO WORKING ON A FIRE PROTECTION SYSTEM AND/OR FAILURE TO PROVIDE THESE PLANS AND PERMIT FOR THE MASON COUNTY FIRE MARSHAL MAY RESULT IN A CITATION AND FINE. OWNERS AFFIDAVIT I certify that I am exempt from the requirements of the Contrac- tors Registration Law RCW 18 .27, and am aware of the Mason County ordinance requirements for which this permit is issued and that all work will be done in conformance therewith. No changes will be made without first obtaining approval from the Mason County Fire Marshal . OWNER DATE CONTRACTORS AFFIDAVIT I certify that I am a currently registered contractor in the State of Washington and I am aware of the ordinance requirements regulating the work for which the permit is issued and all work done will be in conformance therewith. No changes will be made without first obtaining approval from the Mason County Fire Marshal . / BY DATE FILE Copy 11206 32nd Street East Puyallup, Washington 98372-2032 K � Ruwt i Phone: (206) 863-9548 MAR 1 " 1995 GENERALSERVICES LETTER OF TRANSMITTAL TO: MASON COUNTY FIRE MARSHAL DATE: 03/08/95 P. O. BOX 186 ATTN: DAVE SHELTON,WA. 98584 RE: ST. HUGH EPISCOPAL CHURCH WE ARE SENDING YOU VIA U. S. MAIL THE FOLLOWING ITEMS: SHOP DRAWINGS XX CALCULATIONS SPECIFICATIONS_ PLANS _XX�RINTS COPY OF LETTER CHANGE ORDER OTHER COPIES DATE DESCRIPTION 3 1/95 SPRINKLER PLANS PAGES 1 & 2 3 1/19/95 SETS CALCULATIONS THESE ARE TRANSMITTED AS CHECKED BELOW: _XX FOR APPROVAL APPROVAL AS SUBMITTED FOR YOUR USE APPROVED AS NOTED AS REQUESTED FOR DISTRIBUTION FOR REVIEW & COMMENT OTHER REMARKS: DAVE — THE DENSITY RECOMMENDED BY THE WSRB IN ITEM 1 OF THEIR PLAN REVIEW IS FOR AN ORDINARY HAZARD GROUP 2. OCCUPANCY. NFPA #13 1994 EDITION, SECTION 1-4 7 1 CLASSIFIES CHURCHES AS A LIGHT HAZARD OCCUPANCY ITEM 3 ALSO REFERS TO ORDINARY HAZARD CONDITIONS,NFPA #13 TABLE 4-4 2 1 SETS THE DIMENSIONS FOR SIDEWALL SPRINKLER USE IN LIGHT HAZARD OCCUPANCIES. SINCERELY: JOHN O. BAUMGARDNER COPY TO: FILE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/27/1995 2176A JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA FILE COPY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS . @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 56 39 . 0 33 . 0 800 . 0 37 . 3 401 .5 27 . 9 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 401 .5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 301 .5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 15 .8 - - - - 10 .6 - - - 2 24 .5 - - - - 6 . 9 - - - 3 15 . 8 - - - - 10 . 6 - - - 4 14 .1 K= 5 .60 10 .4 18 . 1 5 22 .0 K= 5 .60 7 .2 15 . 1 6 14 . 1 K= 5 . 60 10 .5 18 . 1 7 15 .8 - - - - 10 . 6 - - - 8 24 .5 - - - - 6 . 9 - - - 9 15 .8 - - - - 10 . 6 - - - 10 14 . 1 K= 5 .60 10 . 1 17 .8 11 15 . 8 - - - - 9 .4 - - - 12 16 .5 - - - - 9 .1 - - - 13 16 .5 K= 5 .60 8 . 1 16 .0 14 22 . 0 K= 5 . 60 7 . 0 14 . 8 15 24 .5 - - - - 6 .0 - - - 16 16 .5 - - - - 9 . 1 - - - 17 16 .5 K= 5 . 60 8 .2 16 . 0 18 15 . 8 - - - - 9 .4 - - - 19 14 . 1 K= 5 . 60 10 . 1 17 .8 20 14 .1 K= 5 . 60 10 .2 17 .9 21 15 .8 - - - - 9 .5 - - - 22 16 .5 - - - - 9 .2 - - - 23 16 .5 K= 5 .60 8 . 3 16 . 1 24 22 . 0 K= 5 .60 7 .1 15 . 0 25 24 .5 - - - - 6 . 1 - - - 26 16 .5 - - - - 9 .3 - - - 27 16 .5 K= 5 . 60 8 .3 16 .2 28 15 . 8 - - - - 9 .6 - - - 29 14 . 1 K= 5 . 60 10 .3 17 .9 30 14 . 1 K= 5 . 60 10 .6 18 . 2 31 15 . 8 - - - - 9 . 9 - - - 32 16 .5 - - - - 9 .6 - - - 33 16 .5 K= 5 . 60 8 .6 16 .4 34 22 . 0 K= 5 . 60 7 . 5 15 .4 - 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 24 .5 - - - - 6 .5 - - - 36 16 .5 - - - - 9 . 7 - - - 37 16 .5 K= 5 .60 8 . 7 16 .5 38 15 . 8 - - - - 10 . 0 - - - 39 14 . 1 K= 5 .60 10 . 6 18 . 3 40 25 . 2 - - - - 6 . 5 - - - 41 25 .2 - - - - 6 .3 - - - 42 25 .2 - - - - 6 . 6 - - - 43 25 .2 - - - - 5 . 9 - - - 44 25 .2 - - - - 6 . 1 - - - 45 25 .2 - - - - 6 .5 - - - 46 24 .5 - - - - 6 . 9 - - - 47 24 . 5 - - - - 6 .9 - - - 48 24 . 5 - - - - 6 .9 - - - 49 24 .5 - - - - 6 . 9 - - - 50 24 .5 - - - - 7 . 1 - - - 51 24 .5 - - - - 7 .5 - - - 52 10 . 7 - - - - 16 .4 - - - 53 -6 . 0 - - - - 27 .4 - - - 54 -9 . 0 - - - - 29 .0 - - - 55 -9 . 0 - - - - 30 . 5 - - - 56 0 . 0 SOURCE 27 . 9 301 .5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 0 .0 1.452 PL 12 . 08 PF 0 . 0 1 15 . 8 0 . 0 10 .6 0 .0 0 .0 120 FTG T PE -4 . 1 40 25 .2 0 . 0 6 . 5 0 . 0 0 . 000 TL 20 .08 PV 0 . 0 Pipe: 2 0 . 0 1. 687 PL 2 .21 PF 0 .0 40 25 .2 0 .0 6 .5 0 . 0 0 . 0 120 FTG ET PE 0 .3 2 24 .5 0 .0 6 . 9 0 . 0 0 . 000 TL 17 .21 PV 0 . 0 Pipe: 3 0 .0 1 .452 PL 12 . 08 PF 0 . 0 2 24 .5 0 . 0 6 . 9 0 . 0 0 .0 120 FTG ---- PE 3 . 8 3 15 . 8 0 . 0 10 . 6 0 . 0 0 . 000 TL 12 .08 PV 0 . 0 Pipe: 4 -18 . 1 1 .452 PL 11.71 PF 0 .3 4 14 . 1 5 . 6 10 .4 18 . 1 3 .5 120 FTG ---- PE -3 .4 5 22 . 0 5 . 6 7 .2 15 . 1 0 . 022 TL 11 . 71 PV 0 . 1 Pipe: 5 -33 . 1 1 .687 PL 2 .66 PF 0 .4 5 22 . 0 5 .6 7 .2 15 .1 4 .8 120 FTG T PE -1 .4 41 25 .2 0 . 0 6 .3 0 . 0 0 . 033 TL 12 . 66 PV 0 . 2 Pipe: 6 18 .1 1 .452 PL 14 .42 PF 0 . 6 41 25 .2 0 .0 6 . 3 0 . 0 3 .5 120 FTG ET PE 4 . 8 6 14 . 1 5 . 6 10 . 5 18 . 1 0 . 022 TL 26 .42 PV 0 . 1 Pipe: 7 0 .0 1.452 PL 12 . 08 PF 0 . 0 7 15 . 8 0 .0 10 .6 0 . 0 0 .0 120 FTG T PE -4 . 1 42 25 .2 0 . 0 6 . 6 0 . 0 0 . 000 TL 20 .08 PV 0 . 0 Pipe: 8 0 . 0 1 .687 PL 2 .21 PF 0 . 0 42 25 .2 0 .0 6 .6 0 . 0 0 .0 120 FTG ET PE 0 .3 8 24 .5 0 . 0 6 . 9 0 . 0 0 .000 TL 17 .21 PV 0 . 0 Pipe: 9 0 . 0 1 .452 PL 12 .08 PF 0 . 0 8 24 .5 0 .0 6 . 9 0 . 0 0 . 0 120 FTG ---- PE 3 .8 9 15 . 8 0 . 0 10 . 6 0 . 0 0 . 000 TL 12 .08 PV 0 . 0 Pipe: 10 -17 . 8 1 .452 PL 2 .42 PF 0 . 1 10 14 . 1 5 . 6 10 . 1 17 . 8 3 .4 120 FTG ---- PE -0 . 7 11 15 . 8 0 . 0 9 .4 0 . 0 0 . 021 TL 2 .42 PV 0 . 1 Pipe: 11 -17 . 8 1 .452 PL 0 .66 PF 0 .0 11 15 . 8 0 .0 9 .4 0 . 0 3 .4 120 FTG ---- PE -0 . 3 12 16 .5 0 . 0 9 . 1 0 . 0 0 .021 TL 0 .66 PV 0 . 1 Pipe: 12 16 . 0 1. 104 PL 2 . 08 PF 0 .9 12 16 .5 0 . 0 9 .1 0 .0 5 .4 120 FTG 2ET PE 0 . 0 13 16 .5 5 . 6 8 . 1 16 . 0 0 . 067 TL 14 . 08 PV 0 .2 Pipe: 13 -33 .7 1 . 687 PL 8 . 62 PF 0 .3 12 16 .5 0 . 0 9 .1 0 . 0 4 . 8 120 FTG ---- PE -2 .4 14 22 . 0 5 . 6 7 . 0 14 . 8 0 .034 TL 8 .62 PV 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -48 .5 2 .154 PL 2 .71 PF 0 .3 14 22 .0 5 .6 7 . 0 14 .8 4 .3 120 FTG T PE -1 .4 43 25 .2 0 . 0 5 . 9 0 . 0 0 . 020 TL 14 . 71 PV 0 . 1 Pipe: 15 33 . 8 2 . 154 PL 4 . 71 PF 0 .2 43 25 .2 0 . 0 5 . 9 0 . 0 3 .0 120 FTG ET PE 0 .3 15 24 .5 0 . 0 6 . 0 0 . 0 0 . 010 TL 22 . 71 PV 0 . 1 Pipe: 16 33 .8 1 . 687 PL 8 .62 PF 0 .3 15 24 .5 0 . 0 6 . 0 0 .0 4 . 9 120 FTG ---- PE 3 .5 16 16 . 5 0 . 0 9 . 1 0 . 0 0 . 034 TL 8 . 62 PV 0 .2 Pipe: 17 16 . 0 1 . 104 PL 2 . 08 PF 0 . 9 16 16 .5 0 . 0 9 . 1 0 . 0 5 .4 120 FTG 2ET PE 0 . 0 17 16 . 5 5 . 6 8 .2 16 . 0 0 .067 TL 14 . 08 PV 0 .2 Pipe: 18 17 .8 1 .452 PL 0 . 66 PF 0 .0 16 16 .5 0 . 0 9 .1 0 .0 3 .5 120 FTG ---- PE 0 .3 18 15 . 8 0 . 0 9 .4 0 . 0 0 . 022 TL 0 . 66 PV 0 . 1 Pipe: 19 17 .8 1 .452 PL 2 .42 PF 0 .1 18 15 . 8 0 . 0 9 .4 0 . 0 3 .5 120 FTG ---- PE 0 .7 19 14 . 1 5 . 6 10 . 1 17 . 8 0 . 022 TL 2 .42 PV 0 . 1 Pipe: 20 -17 .9 1 .452 PL 2 .42 PF 0 . 1 20 14 . 1 5 . 6 10 .2 17 . 9 3 .5 120 FTG ---- PE -0 . 7 21 15 . 8 0 . 0 9 .5 0 . 0 0 . 022 TL 2 .42 PV 0 . 1 Pipe: 21 -17 . 9 1 .452 PL 0 . 66 PF 0 .0 21 15 .8 0 .0 9 .5 0 . 0 3 .5 120 FTG ---- PE -0 . 3 22 16 .5 0 . 0 9 .2 0 . 0 0 . 022 TL 0 . 66 PV 0 . 1 Pipe: 21A -16 . 1 1 . 104 PL 2 .08 PF 1 .0 23 16 .5 5 .6 8 .3 16 . 1 5 .4 120 FTG 2ET PE 0 . 0 22 16 .5 0 . 0 9 .2 0 . 0 0 . 068 TL 14 . 08 PV 0 .2 Pipe: 22 -34 . 0 1 .687 PL 8 .62 PF 0 .3 22 16 .5 0 . 0 9 .2 0 .0 4 . 9 120 FTG ---- PE -2 .4 24 22 . 0 5 . 6 7 . 1 15 . 0 0 . 034 TL 8 . 62 PV 0 .2 Pipe: 23 -49 . 0 2 . 154 PL 2 .71 PF 0 .3 24 22 . 0 5 . 6 7 . 1 15 . 0 4 .3 120 FTG T PE -1 .4 44 25 .2 0 . 0 6 . 1 0 . 0 0 . 021 TL 14 . 71 PV 0 . 1 Pipe: 24 34 . 1 2 . 154 PL 4 . 71 PF 0 .2 44 25 .2 0 . 0 6 .1 0 . 0 3 . 0 120 FTG ET PE 0 .3 25 24 .5 0 . 0 6 . 1 0 . 0 0 . 011 TL 22 . 71 PV 0 . 1 Pipe: 25 34 . 1 1 .687 PL 8 . 62 PF 0 .3 25 24 .5 0 .0 6 . 1 0 .0 4 . 9 120 FTG ---- PE 3 .5 26 16 .5 0 . 0 9 .3 0 . 0 0 . 035 TL 8 . 62 PV 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PIPE DATA (cont . ) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 26 16 .2 1 . 104 PL 2 . 08 PF 1 . 0 26 16 . 5 0 . 0 9 .3 0 . 0 5 .4 120 FTG 2ET PE 0 .0 27 16 . 5 5 . 6 8 . 3 16 . 2 0 . 068 TL 14 . 08 PV 0 .2 Pipe: 27 17 . 9 1 .452 PL 0 . 66 PF 0 . 0 26 16 .5 0 . 0 9 .3 0 . 0 3 .5 120 FTG ---- PE 0 .3 28 15 . 8 0 . 0 9 . 6 0 . 0 0 . 022 TL 0 . 66 PV 0 . 1 Pipe: 28 17 . 9 1 .452 PL 2 .42 PF 0 . 1 28 15 . 8 0 . 0 9 . 6 0 . 0 3 . 5 120 FTG ---- PE 0 . 7 29 14 . 1 5 . 6 10 .3 17 . 9 0 . 022 TL 2 .42 PV 0 . 1 Pipe: 29 -18 .2 1 .452 PL 2 .42 PF 0 . 1 30 14 . 1 5 . 6 10 . 6 18 . 2 3 .5 120 FTG ---- PE -0 . 7 31 15 . 8 0 . 0 9 . 9 0 . 0 0 . 022 TL 2 .42 PV 0 . 1 Pipe: 30 -18 . 2 1 .452 PL 0 . 66 PF 0 .0 31 15 . 8 0 .0 9 . 9 0 . 0 3 .5 120 FTG ---- PE -0 . 3 32 16 .5 0 . 0 9 . 6 0 . 0 0 . 022 TL 0 . 66 PV 0 . 1 Pipe: 31 -16 .4 1 . 104 PL 2 . 08 PF 1 . 0 33 16 . 5 5 .6 8 .6 16 .4 5 . 5 120 FTG 2ET PE 0 . 0 32 16 .5 0 . 0 9 . 6 0 . 0 0 . 071 TL 14 . 08 PV 0 .2 Pipe: 32 -34 . 7 1 . 687 PL 8 . 62 PF 0 .3 32 16 .5 0 . 0 9 . 6 0 . 0 5 .0 120 FTG ---- PE -2 .4 34 22 . 0 5 . 6 7 . 5 15 .4 0 . 036 TL 8 . 62 PV 0 .2 Pipe: 33 -50 . 0 2 . 154 PL 2 . 71 PF 0 .3 34 22 .0 5 . 6 7 . 5 15 .4 4 .4 120 FTG T PE -1 .4 45 25 .2 0 . 0 6 .5 0 . 0 0 . 021 TL 14 . 71 PV 0 . 1 Pipe: 34 34 . 8 2 .154 PL 4 . 71 PF 0 .2 45 25 .2 0 .0 6 . 5 0 .0 3 . 1 120 FTG ET PE 0 .3 35 24 .5 0 . 0 6 .5 0 .0 0 . 011 TL 22 . 71 PV 0 . 1 Pipe: 35 34 . 8 1 .687 PL 8 . 62 PF 0 .3 35 24 .5 0 . 0 6 . 5 0 .0 5 . 0 120 FTG ---- PE 3 . 5 36 16 . 5 0 . 0 9 . 7 0 . 0 0 . 036 TL 8 . 62 PV 0 .2 Pipe: 36 -16 .5 1 .104 PL 2 . 08 PF 1 . 0 37 16 .5 5 . 6 8 . 7 16 .5 5 .5 120 FTG 2ET PE 0 .0 36 16 .5 0 . 0 9 . 7 0 .0 0 . 071 TL 14 . 08 PV 0 .2 Pipe: 37 18 .3 1 .452 PL 0 . 66 PF 0 .0 36 16 . 5 0 . 0 9 . 7 0 .0 3 .5 120 FTG ---- PE 0 .3 38 15 . 8 0 . 0 10 . 0 0 .0 0 . 023 TL 0 . 66 PV 0 . 1 Pipe: 38 18 .3 1 .452 PL 2 .42 PF 0 . 1 38 15 . 8 0 .0 10 . 0 0 .0 3 . 5 120 FTG ---- PE 0 . 7 39 14 . 1 5 . 6 10 . 6 18 .3 0 . 023 TL 2 .42 PV 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 39 0 . 0 2 . 154 PL 0 . 83 PF 0 . 0 40 25 . 2 0 . 0 6 .5 0 .0 0 . 0 120 FTG T PE 0 . 3 46 24 .5 0 . 0 6 . 9 0 . 0 0 . 000 TL 12 . 83 PV 0 . 0 Pipe: 40 -51 .3 2 . 154 PL 0 . 83 PF 0 .3 41 25 .2 0 . 0 6 .3 0 .0 4 .5 120 FTG T PE 0 .3 47 24 .5 0 . 0 6 . 9 0 . 0 0 . 022 TL 12 . 83 PV 0 . 1 Pipe: 41 0 .0 2 . 154 PL 0 . 83 PF 0 . 0 42 25 .2 0 . 0 6 . 6 0 . 0 0 .0 120 FTG T PE 0 .3 48 24 .5 0 . 0 6 . 9 0 . 0 0 . 000 TL 12 . 83 PV 0 . 0 Pipe: 42 -82 .4 2 . 154 PL 0 . 83 PF 0 . 7 43 25 .2 0 . 0 5 . 9 0 .0 7 .3 120 FTG T PE 0 .3 49 24 .5 0 . 0 6 . 9 0 . 0 0 . 054 TL 12 . 83 PV 0 .4 Pipe: 43 -83 . 1 2 . 154 PL 0 . 83 PF 0 . 7 44 25 .2 0 . 0 6 . 1 0 .0 7 . 3 120 FTG T PE 0 . 3 50 24 .5 0 . 0 7 . 1 0 .0 0 . 055 TL 12 . 83 PV 0 .4 Pipe: 44 -84 .8 2 .154 PL 0 . 83 PF 0 . 7 45 25 .2 0 . 0 6 .5 0 .0 7 .5 120 FTG T PE 0 .3 51 24 .5 0 . 0 7 .5 0 .0 0 . 057 TL 12 . 83 PV 0 .4 Pipe: 45 0 .0 3 .260 PL 4 . 00 PF 0 . 0 46 24 . 5 0 . 0 6 .9 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 47 24 .5 0 . 0 6 . 9 0 .0 0 . 000 TL 4 . 00 PV 0 . 0 Pipe: 46 -51 .3 3 .260 PL 2 . 00 PF 0 . 0 47 24 .5 0 .0 6 . 9 0 .0 2 . 0 120 FTG ---- PE 0 . 0 48 24 .5 0 . 0 6 .9 0 .0 0 . 003 TL 2 . 00 PV 0 . 0 Pipe: 47 -51 .2 3 .260 PL 10 .33 PF 0 .0 48 24 .5 0 . 0 6 . 9 0 .0 2 . 0 120 FTG ---- PE 0 . 0 49 24 . 5 0 . 0 6 . 9 0 .0 0 . 003 TL 10 . 33 PV 0 . 0 Pipe: 48 -133 .6 3 .260 PL 10 . 00 PF 0 .2 49 24 .5 0 . 0 6 . 9 0 .0 5 . 1 120 FTG ---- PE 0 . 0 50 24 . 5 0 . 0 7 . 1 0 .0 0 . 017 TL 10 . 00 PV 0 .2 Pipe: 49 -216 . 7 3 .260 PL 10 . 00 PF 0 .4 50 24 . 5 0 . 0 7 .1 0 . 0 8 .3 120 FTG ---- PE 0 . 0 51 24 .5 0 . 0 7 .5 0 .0 0 .043 TL 10 . 00 PV 0 .5 Pipe: 50 -301 .5 4 .260 PL 54 . 83 PF 2 . 9 51 24 .5 0 . 0 7 .5 0 . 0 6 . 8 120 FTG T7L PE 6 . 0 52 10 . 7 0 . 0 16 .4 0 . 0 0 . 021 TL 136 . 83 PV 0 .3 Pipe: 51 -301 .5 4 .260 PL 65 . 60 PF 3 . 8 52 10 . 7 0 . 0 16 .4 0 . 0 6 . 8 120 FTG 2T4LC PE 7 .2 53 -6 . 0 0 . 0 27 .4 0 . 0 0 . 021 TL 178 .60 PV 0 .3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 52 -301 .5 4 .260 PL 6 . 00 PF 0 .3 53 -6 . 0 0 .0 27 .4 0 . 0 6 . 8 120 FTG L PE 1 .3 54 -9 . 0 0 .0 29 . 0 0 . 0 0 . 021 TL 14 . 00 PV 0 .3 Pipe: 53 FIXED PRESSURE LOSS DEVICE 55 -9 . 0 0 . 0 30 .5 0 . 0 1 .5 psi, 301 .5 gpm 54 -9 . 0 0 . 0 29 . 0 0 . 0 Pipe: 54 -301 .5 6 .400 PL 450 . 00 PF 1 . 3 55 -9 . 0 0 . 0 30 .5 0 . 0 3 . 0 140 FTG 4LC PE -3 . 9 56 0 . 0 SRCE 27 . 9 (N/A) 0 . 002 TL 569 .00 PV 0 . 1 NOTES: (1) Calculations were performed by the HASS 5 .8 . 0 computer program under license no. 425D138 granted by HRS Systems, Inc . 2193 Ranchwood Dr. , N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 . 003 gpm and a maximum imbalance at any node of 0 . 158 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 8 . 3 ft/sec at pipe 49 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 3 .260 9 . 00 20 . 00 7 . 00 22 . 00 13 . 00 1 . 00 18 . 00 13 . 00 4 .260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 13 . 00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly 1 . 104 3 . 00 6 . 00 3 . 00 6 . 00 8 . 00 1 . 00 13 . 00 13 . 00 1 .452 4 . 00 8 . 00 3 . 00 9 . 00 8 . 00 1 . 00 13 . 00 13 .00 1 .687 5 . 00 10 . 00 3 . 00 11 . 00 8 . 00 1 . 00 13 .00 13 .00 2 . 154 6 . 00 12 . 00 4 . 00 13 . 00 7 . 00 1 . 00 12 . 00 12 . 00 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Paqe 8 Date : 02/27/1995 JOB TITLE : ST. HUGH EPISCOPAL CHURCH, ALLYN, WA PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 6 .400 24 . 00 52 . 00 16 . 00 55 . 00 17 . 00 5 . 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 02/27/1995 JOB TITLE: ST. HUGH EPISCOPAL CHURCH, ALLYN, WA WATER SUPPLY CURVE 60+ 55+ 50+ 45+ ' P 40+ S I \\\0\\\\\\\\\\\\\ S 35+ \\\\\\\\\ R * <-33 . 0 psi @ 800 gpm E Flow Test Point 30+ P X S I 25+ 20+ 15+ 10+ LEGEND " X = Required Water Supply 27 . 91 psi @ 401 . 5 gpm " 5+ " 0 = Available Water Supply " 37 . 32 psi @ 401 . 5 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 1 MASON COUNTY FIRE MARSHAL Mason County Bldg, III 426 W.Cedar P.O. Box 186 Shelton,Washington 98584 (206)427-9670 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION March 6, 1995 Jeanette Moore St. Hugh Church E 2820 Highway 302 Belfair, WA 98528 Mrs. Moore: Pursuant to our recent discussion! I wanted to confirm our conclusion regarding the construction type for the proposed St. Hugh Church building in Allyn. Our records show that the entire building will be sprinklered and will have a basic fire alarm system. Therefore, the construction type is approved to be Type V, Non-Rated. However, the requirement for One-Hour construction applies only to exterior walls. The requirement for a One-Hour separation between floors is still relevant and is not affected by the installation of a sprinkler system. I suggest that you consult with your architect for clarification. If you have any questions, please contact me. Be a ard s,, �yn Dave Salzer Fire Marshal cc: FD 5