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HomeMy WebLinkAbout98 0783Owner., M & P INVE" 'MEN'r 1.2339 ('.,f—EAR CREEK RD S I I.rVC:•RDAI_E,: , WA 98383 Contractor- TIMI TEK �YrEms :tNt 360-373-3371,.i.c 0. iRI'TES*'QR 101 Exp,.11/1/99 3805 RIDGEI; 1AY PI... E3Rf..ME:HTCJN WA 98312 1i�7CL7ntr - Iii€y a 'FIRE" Al -ARM SYST1 FOR .Ac.')HL.EY, t AJ-�i�v Valuation 4 Permit Fees: 89.10 Total Calculated Fee: 151,.52 51500.00 9,. Plan Chuck Fees: 57,.92 Additional, Fees- .00 Other Fees- 4.50 Total Permit Fere- 151.52 tta�•x•'�����x�•x'•x�•���t�:�•�t'�t•x��•�'�•xx�'•x•��•�'�'x•�'����•x�x•��'��'�'•x��'����'��•x•x•�•�•x�•x'x••x�•x•�•x•x•�'x•x���•��•���••x••x�t�t����•x•�'x� This permit shall become null and void if the building or work authorized by this permit is riot commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or. abandoned at any time after the -work is commenced for a period of 180 days. NOTICE - It is the responsi to it that required inspect inspections. Failure of th In the stoppage of the work that the concealed work mee be borne directly by the pe against any and all respons ility of the permit holder, not the City of Bremerton or Building official to see ons are made. The permit holder must notify the Building official when ready for permit holder to notify the Building official of required inspections may result until such time that the permit holder can substantiate to the building official s or exceeds code requirements. Any demolition, testing, or financial burden shall mit holder. Failure to substantiate code requirements will indemnify the City bility or liability connected with the construction. I hereby certify that I have read and examined.this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The ra 1 g of a Fermit doeq not presume to give authority to violate or cancel the provisions of any other st to r ocal lato regulat g construction or the performance of construct'on, Signature- - ---------------- ----------------------- Date: -------- _ ® STL 7.- � ----- ----------- I certify that I am exempt from the requirements of the state contractor's registration law, under Section 3, chapter 126, law of 1967, Signature:_--__-- - ---_-,____________----- ------ Date°___.. 6 Permit ient cr" �Ar)prove�3} *n F_._, __.,a,r-. Det ce' aFR MaI -rCIIIll F31aIFR tM X T AGI= T�=-IFR 286 4th Street, Bremerton, WA 98337 Ph ne* . (3E 0) 478-5.2175 F,4X .' ( 36£7) 478-5278 BUILDING PERMIT Job Addr - '3231, PINE FD Permit No - 98-.07I33 I...c)c;at i on,' � St atlas � 1 .1'!,,'lJi HCl Tra cel : Nr� : tT I 01: 1 3W:, 0t76 Arpj i ed 12/2-8/1,998 - ,"—ued-'01/08/1999 Aml icant - TRI TEK SY TEMS .INC 360-•373-8373 Expires- 07/07/19.99 63805 RIDGE AY PI,. IBREMk RTON WA 90331.2 Owner., M & P INVE" 'MEN'r 1.2339 ('.,f—EAR CREEK RD S I I.rVC:•RDAI_E,: , WA 98383 Contractor- TIMI TEK �YrEms :tNt 360-373-3371,.i.c 0. iRI'TES*'QR 101 Exp,.11/1/99 3805 RIDGEI; 1AY PI... E3Rf..ME:HTCJN WA 98312 1i�7CL7ntr - Iii€y a 'FIRE" Al -ARM SYST1 FOR .Ac.')HL.EY, t AJ-�i�v Valuation 4 Permit Fees: 89.10 Total Calculated Fee: 151,.52 51500.00 9,. Plan Chuck Fees: 57,.92 Additional, Fees- .00 Other Fees- 4.50 Total Permit Fere- 151.52 tta�•x•'�����x�•x'•x�•���t�:�•�t'�t•x��•�'�•xx�'•x•��•�'�'x•�'����•x�x•��'��'�'•x��'����'��•x•x•�•�•x�•x'x••x�•x•�•x•x•�'x•x���•��•���••x••x�t�t����•x•�'x� This permit shall become null and void if the building or work authorized by this permit is riot commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or. abandoned at any time after the -work is commenced for a period of 180 days. NOTICE - It is the responsi to it that required inspect inspections. Failure of th In the stoppage of the work that the concealed work mee be borne directly by the pe against any and all respons ility of the permit holder, not the City of Bremerton or Building official to see ons are made. The permit holder must notify the Building official when ready for permit holder to notify the Building official of required inspections may result until such time that the permit holder can substantiate to the building official s or exceeds code requirements. Any demolition, testing, or financial burden shall mit holder. Failure to substantiate code requirements will indemnify the City bility or liability connected with the construction. I hereby certify that I have read and examined.this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The ra 1 g of a Fermit doeq not presume to give authority to violate or cancel the provisions of any other st to r ocal lato regulat g construction or the performance of construct'on, Signature- - ---------------- ----------------------- Date: -------- _ ® STL 7.- � ----- ----------- I certify that I am exempt from the requirements of the state contractor's registration law, under Section 3, chapter 126, law of 1967, Signature:_--__-- - ---_-,____________----- ------ Date°___.. 6 Permit ient cr" �Ar)prove�3} *n F_._, __.,a,r-. Det ce' M .., t4- I'll, -,, F-3Ili REFE 1 9!E: FR -T 0 N FR M I -r 0 E: M -lr E: FR 6 pho2 6 4th Street, Bremerton, WA 98337 nee (360) 478-52175 FAX., (360) 47e-52-1178 It(' -,'-,M% ()2700 FINAL,- 1,31...D(3 131'rX.; Di v J. S.11, cwi W'", MLASt LM lby tha, Wins hiT,lgtc)T,l Sf' [E (" I NSF)," Must- be registc-ii.,reci wit'h thc'.., WA WA". l,"3*tatc,., c)f WA Depit. c)f L.,--abc)r ar-id ITICIUStTA.es 4-78-4921. FIE -Al III" F-If""alth [:)istrict 48.-52., 3 1`3 Al,.,lF)E F:'0fRMI`: I 1,3Y ll-lfi C -T -TY (::)I:;' 13REMEEF-RN MUl,.-;'T' 131::; (3(."l IEDUL.EKE) 1"FI1' OL)(31 I -THE '36 P E": R MT "I" CIENTFER 478-1-54 .7.. permit 1-1c)"tcl Si g r'l at 1.1 Y. E)a t e ..... ... . ..... ... I Pc.,Irmit NO." 98--0789 �3 2,': 3 1. F) I N IR C) St'atus:; T!:,;StJE.T .I:'::,sLaed n OIA)Ei/1999 As�3-r Ac;ct Nc)" 0224( 1 '3-1.28---2006 F:..XpJ.Y'es"- 07/07/19'99 f E.- Cj Ll I R E D I N E"; P C.-:. C, "I" I CI) N ( S It(' -,'-,M% ()2700 FINAL,- 1,31...D(3 131'rX.; Di v J. S.11, cwi W'", MLASt LM lby tha, Wins hiT,lgtc)T,l Sf' [E (" I NSF)," Must- be registc-ii.,reci wit'h thc'.., WA WA". l,"3*tatc,., c)f WA Depit. c)f L.,--abc)r ar-id ITICIUStTA.es 4-78-4921. FIE -Al III" F-If""alth [:)istrict 48.-52., 3 1`3 Al,.,lF)E F:'0fRMI`: I 1,3Y ll-lfi C -T -TY (::)I:;' 13REMEEF-RN MUl,.-;'T' 131::; (3(."l IEDUL.EKE) 1"FI1' OL)(31 I -THE '36 P E": R MT "I" CIENTFER 478-1-54 .7.. permit 1-1c)"tcl Si g r'l at 1.1 Y. E)a t e ..... ... . ..... ... I BRE MERTON PERMIT CENTER PERMIT CONDITIONS Permit Nag 9B-0783 Pagel A Job Addreseg 3231 PINE RD F,;,3::} ;i. 12/28/1998 Assr Acct Not 0224013-128-2006 Approveds 01/05/1999 Locatiang. Issueds 01/08/1999 ApplicantATRI `TE K SYSTEMS INC, Owner: M & P INVESTMENT.',-; COntractorg TR :t TEK SYSTEMS INC:, Description, FIRE ALARM SYSTEM FOR ASHLEY GARDENS BUILDING 2 Conditionsl a. Add sprinkler tampers b. Strobes in restrooms. cu acceptance required before final. Permit Holder's PERMIT CENTER 286 Fourth Street Bremerton, WA 98337 360-478-5275 INSPECTION REPORT PERMIT #: y' 2 ADDRESS: G,^,A4 l 3 5-, w6�v�rirti �� Schedule a reinspection when the above items are corrected. Call 360-478-5275 by 5:00 p.m. for next day inspection. Date: Time: ��' �O INSPECTOR BREMERTON FIRE DEPT.. } ` FIRE MARSHAL'S OFFICE 817 PACIFIC AVE. Fire Marshal 478-5384 BREMERTON, WA 98337 Deputy Marshal 478-5385 (360) 478-5380:{ Public Educator 478-5393 Date: Business Name: Located at:Z Owner/ Manager: Fire Management Zone: Phone:/ Occupancy type: No Deficiencies Found (Thank you for your conscientious effort) ure=inspection will be made at the end of a specified.time. 1. Please submit a letter of compliance when these items are corrected or fax to 478-7257. Have your portable extinguishers, fire alarm and fire sprinkler systems serviced by a certified technician. This must be accomplished on at least an annual basis. UFC Sec. 1001.5.1 Date of last service: Extinguishers 4 1 Alarms J Sprinkers _ Hood 4 5 P. JECT INFORMATION Job_ The Arbors 3231 Pine Road, Bremerton,Wa. Job: ARBBREM r �8 -------------------------------------------------------------- Occupancy_ _ _ _ _ _ _ _ _ _ Light Hazard Area per Sprinkler _ _ ' _ _ _ _ 324 Square Feet Maximum Number of Sprinklers Calculated: 4 heads Authority having Jurisdiction_ _ NFPA-13R Hose _ _ _ _ _ 35.0 gpm Inside Hose System type_ _ Wet Water Supply _ 63.00 psi Static, 45.00 psi Residual @ 1210.0 gpm Sprinklers _ _ 3/8 inch orifice ------------------------------------------------------ CALCULATION SUMMARY Demand_ _ _ _ _ 48.92 psi @ 36.5 gpm @ B.O.R. 55.37 psi @ 71.5 gpm @ Supply 62.90 psi available @ 71.5 gpm Demand is below curve by 7.53 psi for Remote Area 2 ------------------------- --- -- ------------------------------------ Notes: 6Ftzh0l ' 1 0�- 1b RFiK ok 4 Z PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 9e (800) 334-6263 lr-T JAN 0 ppb C)DREINIFERT Ni UILC)ING l'EPARTEA,EN B ARBBREM 06/06/97 T�.;52am L CO CO W .......... .................. ...... .............. .............. .......... ............... .. ............ ................................................. ............................... ............... .......... ................ ............... ............................. ............... ......... .. ............... ................................ .............. .............. ............... ...... ........ .............. . ............... ............... .............. .............. ............... ............................. . ............................... * .............. ............... : ...... ....... ............................... ............................. . ............... ............................... .................. ............. . ............... ............................... ... .......................... .............................. . ............... ........................ ......................................................... Static = 63.00 psi, Residual = 45.00 psi at a flow of 1210.0 gpm. Demand at BOR = 48.92 psi with 36.5 gpm flowing. System demand = 55.37 psi with 71.5 gpm flowing. Pressure available = 62.90 psi when 71.5 gpm is flowing. Demand is below curve by 7.53 psi. (12.0%) Fox Fire Prevention Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow PT Plastic Tee PE Plastic 90 degree Elbow PEE Plastic 45 degree Elbow CT Copper Tee Bll Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. MTR Meter Loss BV Butterfly valve UEE Underground ASCA forty five degree elbow Description of Other abbreviations Code Description BL Branch Line • CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction '.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length .ARBBREM 06/06/97 7:53ar•- Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. Remote area number 1 includes nodes: 1 Remote area number 2 includes nodes: 2-5 Remote area number 3 includes nodes: 6-8 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below RA -- Node ---- Flow ------- Press ------ Flow Press Press Curve 1 1 10.0 11.10 -------- 45.0 ------- 29.43 62.96 33.53 2 2 8.0 7.10 71.5 55.37 62.90 7.53 3 6 10.5 12.30 67.7 45.95 62.91 16.96 Most demanding Remote Area is area number 2 ARBBREM 06/06/97 7 : 53ar -- J5 S Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Raw data previous to any calculations No. Code Diam Length Rfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 0.884 60.0 3 11.10 -1.00 0.0 150 32 1PEE,IPT 2 BL2 0.884 15.0 3 7.10 -1.00 0.0 150 32 1PT 3 BL2 0.884 14.0 3 0.00 0.00 0.0 150 32 4 BL2 0.884 150 3 0.00 0.00 0.0 150 32 1PEE 5 BL2 0.884 17.5 3 0.00 0.00 0.0 150 32 1PT 6 BL3 0.884 14.0 3 12.30 -1.00 0.0 150 32 1PE 7 BL3 0.884 6.0 3 0.00 0.00 0.0 150 32 1PT 8 BL4 0.884 7.0 3 12.30 0.00 0.0 150 32 2PT 9 CMA 0.884 9.0 BL1 0.00 0.00 0.0 150 32 10 CMA 1.109 12.5 BL2 0.00 0.00 0.0 150 32 1PT 11 CMA 1.109 17.5 BL3 BL4 0.00 -2.33 0.0 150 32 2PE 12 BU1 1.109 44.0 CMA 0.00 2.33 0:0 150 32 4PE 13 RI1 1.687 9.0 BU1 0.00 9.00 0.0.120 32 1BV,1E 14 RI1 1.687 2.0 0.00 0.00 0.0 120 32 1T,1Bll 15 UG1 1.985 55.0 RI1 -4 0.00 0.00 .35.0 150 32 1CT,IMTR 16 UG2 8.270 125.0 UG1 0.00 0.00 0.0 140 32 WEE •ARBBREM 06/06/97 7:53ar Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 150 A 15.0 PT 7.10 2 End head 8.0=3.00(7.10)-.5 F 3.0 PE -0.43 (EL= -1.00 ft) 2 8.0 0.88 1PT T 18.0 0.03633 PF 0.65 4.18 A 14.0 PT 7.32 3 8.1=3.00(7.32)'.5 F 0.0 PE 0.00 3 16.1 0.88 T 14.0 0.13284 PF 1.86 8.42 A 15.0 PT 9.18 4 9.1=3.00(9.18)'.5 F 1.0 PE 0.00 4 25.2 0.88 1?EE T 16.0 0.30392 PF 4.86 13.17 A 1.5 PT 14.04 5 11.3=3.00(14.04)".5 F 3.0 PE 0.00 5 36.5 0.88 IPT T 4.5 0.60136 PF_ 2.71 19.05 PT 16.75 10 Cross main Jct K -factor for branch_ine no. 2 = 36.5/(16.75)".5 = 8.92 ARBBREM 06/06/97 7:53ar-- Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #2 ll0V- lZ Pipe Flow Dia Fittihg Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A C = 150 A 12.5 PT 16.75 10 BL1 36.5=8.92(16.75)'.5 F 5.0 PE 0.00 10 36.5 1.11 1PT T 17.5 0.19989 PF 3.50 12.12 ' A 17.5 PT 20.25 11 BL3 + BL4 F 14.0 PE -1.01 (EL= -2.33 ft) 11 36.5 1.11 2PE T 31.5 0.19989 PF 6.30 12.12 PT 25.53 12 Bulk Jct K -factor for Cross main A = 36.5/(25.53)"'.5 = 7.22 .ARBBREM 06/06/97 7:53ar Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C 150 A 44.0 PT 25.54 12 CM A 36.5=7.22(25.54)'.5 F 28.0 PE 1.01 (EL= 2.33 ft) 12 36.5 1.11 4PE T 72.0 0.19990 PF 14.39 12.12 PT 40.94 13 Riser C = 120 A 9.0 PT 40.94 13 Top of Riser F 10.0 PE 3.90 (EL= 9.00 ft) 13 36.5 1.69 1BV lE T 19.0.0.03916 PF 0.75 5.24 A 2.0 PT 45.58 14 F 10.0 PE 0.00 14 36.5 1.69 1T 1B11 T 12.0 0.03916 PF 3.34 5.24 1Bll = 2.87# PT 48.92 15 B.O.R. K-factor for Riser = 36.5/(48.92)-.5 = 5.22 Under ground C = 150 Ry-x4eesl A 55.0 PT 48.92 15 B.O.R. 35.0 gpm = Hese F 5.0 PE 0.00 15 71.5 1.99 1CT 1MTR T 60.0 0.04071 PF 6.44 7.41 1MTR = 4.00# PT 55.36 16 Under ground C = 140 A 125.0 PT 55.36 16 B.O.R. F 6.0 PE 0.00 16 71.5 8.27 WEE T 131.0 0.00004 PF 0.01 0.43 PT 55.37 17 Supply Jct Available flow at 55.37 psi is 760.9 gpm which is 689.4 gpm from curve. Supply pressure available with 71.5 gpm flowing is 62.90 psi, thus system requirement is 7.53 psi below supply curve. (12.0o) Sheet I of (8 I_x Fire Prevention P.O. Box 594 Port Orchard,Washington 98366 Date 06/06/97 Job: ARBBREM PROJECT INFORMATION Job_ The Arbors 3231 Pine Road, Brbmerton,Wa. ------------------------------------------------------------------------- Occupancy_ _ _ _ _ _ _ _ _ _ _ _ Light Hazard Area per Sprinkler _ _ _ _ _ _ _ 324 Square Feet Maximum Number of Sprinklers Calculated: 4 heads Authority having. Jurisdiction_ _ NFPA-13R Hose _ _ _ _ _ 35.0 gpm Inside Hose System type_ _ Wet Water Supply _ 63.00 psi Static, 45.00 psi Residual @ 1210.0 gpm Sprinklers _ _ 3/8 inch orifice ------------------------------------------------------------------------ CALCULATION SUMMARY Demand_ _ _ _ _ 48.92 psi @ 36.5 gpm @ B.O.R. 55.37 psi @ 71.5 gpm @ Supply 62.90 psi available @ 71.5 gpm Demand is below curve by 7.53 psi for Remote Area 2 ------------------------------------------------------------------------ Notes: I PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 ARBBREM 06/06/97 7:59am, NA CO 0 701MR Px-esslaxse CFSI > ; W A VI 00 to . . . . . . . . . . . . . . . . . ............... ........... ................. ............... : ......... ......... : ............... ............... : . .............. . ............... ................ ............................. ............... ............ ................. ............ . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... .............................. ... .......... * .............. .............................. .......... ............................................... Static = 63.00 psi, Residual = 45.00 psi at a flow of 1210.0 gpm. Demand at BOR;= 48.92 psi with 36.5 gpm flowing. System demand = 55.37 psi with 71.5 gpm flowing. Pressure available = 62.90 psi when -71.5 gpm is flowing. Demand is below curve by 7.53 psi. (12.0%) I+ M z Ln Q ARBBREM 06/06/97 8:00ar, , Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area ##1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 150 A 60.0 PT 11.10 1 End head 10.0=3.00(11.10)-.5 F 4.0 PE -0.43 (EL= -1.00 ft) 1 10.0 0.88 1PEE 1PT T 64.0 0.05492 PF 3.51 5.22 PT 14.18 9 Cross main Jct K -factor for branchline no. 1 = 10.0/(14.18)"'.5 = 2.66 ,ARBBREM 06/06/97' 8:00ar Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Cross main A 17 (gr- is Notes C = 150 A 9.0 PT 14.18 -9 BL1 10.0=2.66(14.18)'.5 F 0.0 PE 0.00 9 10.0 0.88 T 9.0 0.05497 PF 0.49 5.23 A 12.5 PT 14.68 10 BL2 F 5.0 PE 0.00 10 10.0 1.11 1PT T 17.5 0.01822 PF 0.32 3.32 A 17.5 PT 15.00 11 BL3 + BL4 F 14.0 PE -1.01 (EL= -2.33 ft) 11 10.0 1.11 2PE T 31.5 0.01822 PF 0.57 3.32 PT 14.56 12 Bulk Jct K -factor for Cross main A = 10.0/(14.56)".5 = 2.62 .ARBBREM 06/06/97 8:OOam 13OF IO Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 150 A 44.0 PT 14.56 12 CM A 10.0=2.62(14.56)'.5 F 28.0 PE 1.01 (EL= 2.33 ft) 12 10.0 1.11 4PE T 72.0 0.01822 PF 1.31 3.32 PT 16.88 13 Riser C = 120 A 9.0 PT 16.88 13 Top of Riser F 10.0 PE 3.90 (EL= 9.00 ft) 13 10.0 1.69 1BV 1E T 19.0 0.00357 PF 0.07 1.44 A 2.0 PT 20.85 14 F 10.0 PE 0.00 14 10.0 1.69 1T 1B11 T 12.0 0.00357 PF 3.54 1.44 1Bll = 3.50# PT 24.39 15 B.O.R. K-factor for Riser = 10.0/(24.39)-.5 ="2.02 Under ground C = 150 r- mwws A 55.0 PT 24.39 15 B.O.R. 35.0 gpm = B*ae F 5.0 PE 0.00 15 45.0 1.99 1CT 1MTR T 60.0 0.01729 PF 5.04 4.67 1MTR = 4.00# PT 29.43 16 Under ground C = 140 A 125.0 PT 29.43 16 B.O.R. F 6.0 PE 0.00 16 45.0 8.27 lUEE T 131.0 0.00002 PF 0.00 0.27 PT 29.43 17 Supply Jct Available flow at 29.43 psi is 1694.7 gpm which is 1649.7 gpm from curve. Supply pressure available with 45.0 gpm flowing is 62.96 psi, thus system requirement is 33.53 psi below supply curve. (53.3%) Sheet 0- of tb .L -x Fire Prevention P.O. Box 594 Port Orchard,Washington 98366 Date 06/06/97 Job: ARBBREM PROJECT INFORMATION Job_ The Arbors 3231 Pine Road, Bremerton,Wa. ------------------------------------------------------------------------- Occupancy_ _ _ _ _ _ _ _ _ _ _ _ Light Hazard Area per Sprinkler _ _ _ _ _ _ _ 324 Square Feet Maximum Number of Sprinklers Calculated: 4 heads Authority having Jurisdiction_ _ NFPA-13R Hose _ _ _ _ _ 35.0 gpm Inside Hose System type_ _ Wet Water Supply _ 63.00 psi Static, 45.00 psi Residual @ 1210.0 gpm Sprinklers _ _ 3/8 inch orifice ------------------------------------------------------------------------ CALCULATION SUMMARY Demand_ _ _ _ -- 48.92 psi @ 36.5 gpm @ B.O.R. 55.37 psi @ 71.5 gpm @ Supply 62.90 psi available @ 71.5 gpm Demand is below curve by 7.53 psi for Remote Area 2 ------------------------------------------------------------------------ Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 ARBBREM 06/06/97 8:05am a 16 to A cn a+ -4 0 M Static = 63.00 psi, Residual = 45.00 psi at a flow of 1210.0 gpm. Demand at BOR '= 48.92 psi with 36.5-gpm flowing. System demand.= 55.37 psi with 71.5 gpm flowing. Pressure available = 62.90 psi when 71.5 gpm is flowing. Demand is below curve by 7.53 psi. (12.0%) •ARBBREM 06/06/97 8:05a" Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 150 ---------------- A 14.0 PT 12.30 6 End head 10.5=3.00(12.30)'.5 F 7.0 PE -0.43 (EL= -1.00 ft) 6 10.5 0.88 1PE T 21.0 0.06039 PF 1.27 5.50 A 6.0 PT 13.14 7 x10.9=3.00(13.14)'.5 F 3.0 PE 0.00 7 21.4 0.88 1PT T 9.0 0:22449 PF 2.02 11.18 PT 15.16 12- Cross main Jct K -factor for branchline no. 3 = 21.4/(15.16)'.5 = 5.50 Branchline No. _4 C = 150 -_____'-------- A 7.0 PT 12.30 8 End head 10.5=3.00(12.30)".5 F 6.0 PE 0.00 8 10.5 0.88 2PT T 13.0 0.06039 PF 0.79 5.50 PT 13.09 12 Cross main Jct K -factor for branchline no. 4 = 10.5/(13.09)',5 = 2.90 -ARBBeREM 06/06/97 8:05a - Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road;, Bremerton,Wa. Remote Area ##3 17 Of 16 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A C = 150 =========K=@.40=5.50+2.90 A '17.5 PT 15.16 11 BL1 32.7=8.40(15.16)'.5 F 14.0 PE -1.01 (EL= -2.33 ft) 11 32.7 1.11 2PE T 31.5 0.16311 PF 5.14 10.86 PT 19.29 12 Bulk Jct K -factor for Cross main A = 32.7/(19.29)".5 = 7.45 I ,ARBB.REM 06/06/97 8:06ar IS Fox Fire Prevention Sprinkler Systems Hydraulic Flow Calculations The Arbors 3231 Pine Road, Bremerton,Wa. Remote Area ##3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm)' (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 150 A 44.0 PT 19.29 12 CM A 32.7=7.45(19.29)'.5 F 28.0 PE 1.01 (EL= 2.33ft) 12 32.7 1.11 4PE T 72.0 0;.16310 PF 11.74 10.86 PT 32.04 13 Riser. C = 120 ____= A 9.0 PT 32.04 13 Top of Riser F 10.0 PE 3.90 (EL= 9.00 ft) 13 32.7 1.69 1BV IE T 19.0 0.03195 PF 0.61 4.69 A 2.0 PT 36.54 14 F 10.0 PE 0.00 14 32.7 1.69 1T 1Bll T 12.0 0".03195 PF 3.19 4.69 1Bll 2.80## PT 39.73 15 B.O.R. K-factor for Riser = 32.7/(39.73)'.5 = 5.19 Under ground C = 150 -----------` P(IS''• A 55.0 PT 39.73 15 B.O.R. ------35.0 gpm = Lk-n� F 5.0 PE 0.00 15 67.7 1.99 ICT 1MTR T 60.0 0.03680 PF 6.21 7.02 1MTR = 4.00## PT 45.94 16 Under ground C = 140 A 125.0 PT 45.94 16 B.O.R. F 6.0 PE 0.00 16 67.7 8.27 WEE T 131.0 0.00004 PF 0.01 0.40 PT 45.95 17 Supply Jct Available flow at 45.95 psi is 1175.1 gpm which is 1107.4 gpm from curve. Supply pressure available with 67.7 gpm flowing is 62.91 psi, thus system requirement is 16.96 psi below supply curve. (27.0%) STATg o� o � J �2 1889 a� STATE OF WASHINGTON DEPARTMENT OF HEALTH P.O. Box 47852 • Olympia, Washington 98504-7852 LETTER OF TRANSMITTAL Construction Review Section Phone: (360) 705-6778 FAX: (360) 705-6654 ccr9303 @ hub.doh.wa.gov Date: June 19, 1998 To: Don McIntosh, Managing Partner The Arbors L.L.C. 1420 NW Gilman Blvd. #2789 Issaquah, Washington 98027-7001 Site Address: 3231 Pine Road, Bremerton Project: Proposed Boarding Home Submission: Plan Review Response CRS Project Number: 98-9241-5150-003 Attached Review Comments: pr r� JUN 2 t 1999 BUILDING OEPAR►,;,,., Submission Status ❑ Approved ® Not Approved ❑ Resubmit copies for approval ❑ Accepted as noted ® Submit written responses to review ❑ Enclosures: ® Architectural ❑ Fire & Life Safety ® Mechanical -Electrical ® Public Health ❑ Approved ❑ Approved ® Approved ❑ Approved ® Not,Approved ❑ Not Approved ❑ Not Approved ® Not Approved ❑ Accepted ❑ Accepted ❑ Accepted ❑ Accepted ® Applicable ;Code: WAC 246-316 Copies To: 0 Local building Official, City of Bremerton ® State Fire Marshal ® DSHS Boarding Home Office, Lamona Foster ® Bliss Moore, Manager, CRS ® Architect: Dave Moriuchi, Architect, 14632 196th Ave. SE, Renton, WA. 98059-8142 Notes: For project status, call Rob Parkison at (360) 705-6778. Not approved. Please see attached review comments. Thank You, Mike Paddock �:1B~� PUBLIC HEALTH ADVISOR (DBA: SANITARIAN) REVIEW John R. Templar, R.S. (360) 705-6786 FAX: (360) 705-6654 NET: JRT1303@hub.doh.wa.gov Facility: Ashley Gardens at Bremerton Project: Proposed Boarding Home CRS# : 98-9241-5150-003 Date : June 1, 1998 1. Provide indirect drainage for the food preparation sink P-14/ WAC 246-215- 120(3)(c) 2. The following plants are listed as poisonous/toxic in Medical BotanV, Poisonous Plants of the United States and Canada, the Mary Bridge Poison Control Center, and on-line sources at Cornell University and the Food & Drug Administration.: Hydrangia quercifola. Please remove them from your facility/ landscape in areas accessible to dementia residents. WAC 388-97-350(1)(b)(iii) **********************************Not Approved**�*************,►********�.******** ARCHITECTURAL PLANS REVIEW COMMENTS Richard M. Swanson Phone: (360)705-6782 Fax: (360)705-6654 Net: RMS0303@hub.doh.wa.gov FACILITY: ASHLEY GARDENS AT BREMERTON PROJECT: Proposed Boarding Home CRS#: 98-9239-5150-003 DATE: June 19, 1998 I accept the response to Item #1 concerning the providing of a secured space if requested by the resident accept the response to Item #2 concerning the question on location of the hair wash sink. I partially accept the response to Item #3. The clean utility area can be accommodated in the Personal Care room. However, I do not accept the Utility/Housekeeping Closet as meeting the needs for a soiled utility area unless this room is equipped with: (i) A work counter or table; and (ii) Adjacent handwashing sink, with soap and paper towels or other approved handdrying device. I accept the response to Item #4 for storage of records. END OF REVIEW COMMENTS - NOT APPROVED STATE OF WASHINGTON . DEPARTMENT OF HEALTH P.O. Box 47852 • Olympia, Washington 98501-7852 LETTER OF TRANSMITTAL Construction Review Section Phone: (360) 705-6778 FAX: (360) 705-6654 ccr9303 @ hub.doh.wa.gov Date: July 15, 1998 To: Don McIntosh, Managing Partner The Arbors L.L.C. 1420 NW Gilman Blvd. #2789 Issaquah, Washington 98027-7001 Site Address: 3231 Pine Road, Bremerton Project: Ashley Gardens at Bremerton - Proposed Boarding Home Submission: Fire Alarm System CRS Project Number: 98-9241-5150-004 Attached Review Comments: ❑ Architectural ❑ Approved ❑ Not Approved ❑ Accepted N Applicable Code: Copies To: N Fire & Life Safety ❑ Approved ❑ Not Approved N Accepted WAC 246-316-070 (3) Ju i BRE✓ti1ER ,,, N BUILDING DEPAV1!-f ; '.7 Submission Status ❑ Approved ❑ Not Approved ❑ Resubmit copies for approval N Accepted as noted ❑ Submit written responses to review ® Enclosures: - Stamped Fire Alarm System Shop Drawing (1) ❑ Mechanical -Electrical ❑ Approved ❑ Not Approved ❑ Accepted N Local Building Official, City of Bremerton ® State Fire Marshal ® DSHS Boarding Home Office, Lamona Foster N Bliss Moore, Manager, CRS N Architect: Dave Moriuchi, Architect, 14632 196th Ave. SE, Renton, WA. 98059-8142 N Contractor: Tri -Tek, 3805 Ridgeway Place N.W., Bremerton, WA. 98312 ❑ Public Health ❑ Approved ❑ Not Approved ❑ Accepted Notes: For project status, call Rob Parkison at (360) 705-6778. Accepted as noted. (1) These documents have been accepted but cannot be approved at this time because the construction documents have not yet been approved. Additional drawings will be required if changes are made in the "Approved" construction documents. You will need to coordinate with the architect to make any revisions necessary and resubmit after the construction documents have been approved if changes are required in the accepted system plans. Thank You, Mike Paddock ,q .!tij :. H C) BREMERTON BUILDING DEPARTMENT Inspection Report. Scope of work: Fire Alam System Permit Number: 98-0783 Address: 3231 Pine Rd. Owner: Ashley Gardens (Bldg 2) Phone: Contractor: Tri Tek Phone: 360-373-8373 FOUNDATION COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: FRAMING Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: FRAMING COMMENTS: APPROVED: ENERGY CODE COMPLIAMr.F Insulation: proper R value Insulation proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 X 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outisde Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10' Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheetrock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: APPROVED: ENERGY CODE COMPLIAMr.F Insulation: proper R value Insulation proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: MECHANICAL COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: PLUMBING Appliance location and access, proper support DWV: proper grade Appliance clearance to combustibles DWV: proper sizing Venting: clearance to combustibles Venting: size & support DWV: required cleanouts Vent termination Vent termination Combustion air Ducts: size & support Shut-off valves on all fixtures Gas pipe under test Water heater: gate valve on cold water supply Gas pipe: size & support Gas pipe: underground min. 12" below grade Water heater: siesmic strap Gas pipe: within 6" or underground -coated R-10 pad underwater heater when required Gas shutoff within T of appliance Gas logs: safety shut-off Proper indirect wastes: where required Gas logs: damper permanently open Woodstoves: EPA certified Woodstoves & fireplaces: Tight -fitting doors Woodstoves & fireplaces: proper hearth Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH -IN APPROVED, SHEETROCK DWV & water piping under test DWV: proper grade DWV: proper sizing DWV: proper drainage fittings where required DWV & water piping: proper support DWV: required cleanouts Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: siesmic strap R-10 pad underwater heater when required Water -piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH -IN APPROVED, SHEETROCK COMMENTS: SHEETROCK APPROVED: FINAL Proper fastening: nails -7" o.c. horiz. plane nails 8" o.c. vertical plane Proper fastening: screws -12" o.c. horiz. plane (1/2") screws -12" o.c. horiz. plane (1/2") 24" o.c. framing Proper fastening: screws -16" o.c. vert. plane (1/2") screws -12" o.c. vert. plane (1/2") - 24" o.c. framing Proper fastening screws -12" o.c. horiz. plane (5/8") screws -12" o.c. horiz. plane (5/8") - 24" o.c. framing Proper fastening: screws- 16" o.c. vert. plane (5/8") screws -12" o.c. vert. plane (5/8") - 24" o.c. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors COMMENTS: SHEETROCK APPROVED: FINAL COMMENTS: Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Smoke detectors where required Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weathertight Wood siding to earth separation (6" Building Address posted Radon monitor when required COMMENTS: APPLICANT: [] OWNER ® CONTRACTOR R OTHER SITE ADDRESS:—5 Z 3 / PINI' ACP © I OWNER: /{S CONTRACTOR: I CONTRACTOR LICENSE # CONTACT PERSON:y� t S ASSESSOR PARCEL ADDRESS: �fPD i /� �a'� uJ /�/ Ae —P,A, EXPIRATION DATE: A/00 CONTACT PHONE # ® SFR ® DUPLEX E] MULTI -FAMILY E] BUSINESS - ❑ OTHER: SIGN ® DEMO MOVE BLDG. MOBILE GRADING(yds): NEW REPAIR REMODEL ADDITION OTHER: ® SEWER SEPTIC INTENDED USE: I 41�� Cao C -%`l/' NATURE OF WORK PROPOSED: SQUARE FOOTAGE: Garage: Decks: For Denartment U.ve only VALUATION P1A1. RE -11-.9 .EEE.:.: PERMIT FEE: _. _ ... SUItCIIARS. ;... TOTAL..FEES...::..:. $ $ $ ENERGY: $50.00 $ S.y QQ STATE: $4.50 Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plansI and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. I hereby certify that the above information u correct to the best of my knowledge. APPLICANT'S SIGNATURE:/4LA��.DATE:— bpapp.dot revised 4/23/97