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HomeMy WebLinkAboutIRONSIDES AVE, 1305 "' ' BB D6 OO: 3 Z ULL 481 BREMER1ui� �� 'ERMIT CENTER rs r COMMUNITY DEVELOPMENT CITY OF BREMERTON Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360)473-5275 * Fax(360)473-5278 Applicant: Owner Contractor I Authorized Agent Site Address: CONTRACTOR: KJ OWNER: Address: Address: crJSy p�S City, State, Zip: L,A.1 ()as_tw \1.)R s 6 City, State, Zip: 3,re .E,.e,o:`1 r\JJ A cl 3c License#& Exp. Dater,c Phone#: ( ) Contact Name: AA Authorized Agent Name: Contact Phone#: (i ( c) 8`�-( l CCAS Address: Tax ID/Parcel #: c c- --X00:/' City, State, Zip: Phone#: What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR NEW DUPLEX NEW MULTI-FAMILY NEW MANUFACTURED HOME TENANT IMPROVEMENT RESIDENTIAL REMODEL NEW GARAGE/CAR PORT RESIDENTIAL ADDITION NEW ACCESSORY BUILDING RESIDENTIAL REPAIR NEW SIGN NEW COMMERCIAL STRUCTURE DEMOLITION COMMERCIAL REMODEL GRADING(Cubic Yards: COMMERCIAL ADDITION ,OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO Scope of work proposed: ST-e>vv . Square Footage: Dwelling: Garage: Decks: Valuation Plan Review Fee Permit Fee Surcharge Total Fees V56 , 75- Application 56 , 7 Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the applicant have prevented action from being taken. No applicant 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. , C, z 1 Applicant's Signature Date FOX FIRE PREVENTION, INC. � �� P.O. BOX 594 C O 1 D PORT ORCHARD, WA 98366-0594 CONTRACTORS REGISTRATION #FOXFIPI127M8 DATE ` O JOB NO. (206) 623-2993 h( Ltb(0 (360) 871-1985 ATTENTION TO RE: A) -A\) -�F� L CW 02-C/l4 WE ARE SENDING YOU yB Attached ❑ Under separate cover via the following items: Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 vu---6\-610 \- �� D,QgJ�s� kuc,5 THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections g Return I corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: ❑ AlW%' If enclosures are not as noted,kindly notify us at once. • Page '1 Fox Fire Prevention P.O. BOX 594 PORT ORCHARD, WA. , 98366 Date 12/21/06 Job: MANETTE PROJECT INFORMATION Job NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, BREMERTON WA 11:11 Occupancy Light Hazard IMP, Density 0.10 gpm/sq.ft. 'a �C` �' ,, Authority having Jurisdiction_ _ CITY OF BREMERTON �(C APPROVEA. Hose 100.0 gpm Outside Hose rrEBo8aoo`i System type Wet Water Supply 115.00 psi Static, 68.00 psi Residual @ 1678. 0 gpm Sprinklers _ _ 5.6K CALCULATION SUMMARY Bo4 obq3 a Demand 79.71 psi @ 162.1 gpm @ B.O.R. 80.68 psi @ 262.1 gpm @ Supply 113.49 psi available @ 262.1 gpm Demand is below curve by 32.81 psi for Remote Area 1 Notes: RA#1 NORTH SANCTUARY PGS 6-8 RA#2 WEST SANCTUARY PGS 9-11 po PROGRAM: 'HydroCalc' by Micro Space Systems 4� os°' Low P.O. Box 5069, Glacier, WA 98244-5069Atte ""' A S . (800) 334-6263 k ' � ' a3-48 B.Cole 3' ' 71 -`4410 Decas' ��thtiRTO N BUS 1b og APPROVED FEB 0 071)67 7v' 686.4......,e) 693 mm2 Pressure(PS)! • 8 § f A E @ G CO S 8 G § e ■ m E E o o CO \ 8 . . . \/ \ 5 / . . . . . . . / \ _ \ §- § m \ � 0 -17 ¥ < 0 to k at at o:0000 0.cuBf) k2 /0 F, m w =ABG ° - s0 oC� { k &§¢ &@- w co\\ §. , \ {* #A§/ %m/2 0-B 3g g= 3 *. O — • =9p ) \ Ee \ � � Page 1 Fox Fire Prevention P.O. BOX 594 PORT ORCHARD, WA. , 98366 Date 01/01/03 Job: MANETTE PROJECT INFORMATION Job NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, BREMERTON WA Occupancy Light Hazard Density 0.10 gpm/sq.ft. Area per Sprinkler 225 Square Feet Maximum Number of Sprinklers Calculated: 7 heads Authority having Jurisdiction_ _ CITY OF BREMERTON Hose 100.0 gpm Outside Hose System type_ _ Wet Water Supply 115.00 psi Static, 68.00 psi Residual @ 1678.0 gpm Sprinklers _ _ 5.6K CALCULATION SUMMARY Demand 79.71 psi @ 162.1 gpm @ B.O.R. 32.81 psi available @ 0.0 gpm Demand is below curve by 32.81 psi for Remote Area 1 Notes: RA#1 NORTH SANCTUARY PGS 6-8 RA#2 WEST SANCTUARY PGS 9-11 PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 Page 3 Fox Fire Prevention Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only 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 MANETTE 01/01/03 7: 07am Page 4 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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: 1-9 19-20 23-29 Remote area number 2 includes nodes: 10-18 21-29 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below RA Node Flow Press Flow Press Press Curve 1 1 14.8 7.00 262.1 80.68 113.49 32.81 2 10 15.6 7.80 222.3 44.69 113.88 69. 19 Most demanding Remote Area is area number 1 MANETTE 01/01/03 7:07am Page 5 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, BREMERTON WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.049 9.0 5.6 7.00 0.00 0.0 120 32 2 BL1 1.380 15.0 5.6 14.00 0.00 0.0 120 324E 3 BL1 1.610 14.0 5.6 0.00 0.00 0.0 120 32 4 BL1 1.610 14.0 5.6 0.00 0.00 0.0 120 32 5 BL1 1.610 72.1 0.00 6.50 0.0 120 324E,1T 6 BL2 1.049 9.0 5.6 7.00 0.00 0.0 120 32 7 BL2 1.380 14.0 5.6 10.00 0.00 0.0 120 32 8 BL2 1.610 14.0 5.6 0.00 0.00 0.0 120 32 9 BL2 1.610 90.2 0.00 6.50 0.0 120 325E,1T 10 BL12 1.049 12.0 5.6 7.80 0.00 0.0 120 32 11 BL12 1.380 12.0 5.6 0.00 0.00 0.0 120 32 12 BL12 1.610 12.0 5.6 0.00 0.00 0.0 120 32 13 BL12 1.610 77.5 0.00 3.70 0.0 120 323E,1T 14 BL13 1.049 12.0 5.6 7.80 0.00 0.0 120 32 15 BL13 1.380 12.0 5.6 0.00 0.00 0.0 120 32 16 BL13 1.610 12.0 5.6 0.00 0.00 0.0 120 32 17 BL13 1.610 12.0 5.6 0.00 0.00 0.0 120 32 18 BL13 1.610 61.9 0.00 1.40 0.0 120 321E,1T 19 CMA 2.727 6.6 BL1 0.00 0.00 0.0 120 32 20 CMA 2.727 61.4 BL2 0.00 0.00 0.0 120 324VE, 1VT 21 CME 2.727 22.3 BL12 0.00 0.00 0.0 120 32 22 CME 2.727 22.6 BL13 0.00 0.00 0.0 120 32 23 CME 2.727 7.4 CMA 0.00 0.00 0.0 120 32 24 CMK 2.727 64.0 CME 0.00 11.20 0.0 120 322VE,2VT 25 BUIL 2.727 141.0 0.00 10.00 0.0 120 326VE,1VT 26 BUIL 2.727 152.0 CMK 0.00 -10.00 0.0 120 328VE,2VT 27 RI 4.352 12.8 BUIL -6 0.00 12.80 0.0 120 321VE,1BKF 28 UG 4.220 150.0 RI 0.00 0.00 0.0 140 323UE,1GV,1UT1 29 UG 4.220 0.0 0.00 0.00 100.0 140 32 MANETTE 01/01/03 7:07am Page 6 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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 (Beginning pressure increased due to Hyd Ref Pt 2) C = 120 A 9.0 PT 12.83 1 End head 20.1=5.60(12.83)^.5 F 0.0 PE 0.00 1 20.1 1.05 T 9.0 0.13083 PF 1.18 7.45 A 15.0 PT 14.01 2 21.0=5.60(14.01) ^.5 F 12.0 PE 0.00 2 41.0 1.38 4E T 27.0 0.12925 PF 3.49 8.80 A 14.0 PT 17.50 3 23.4=5.60(17.50) ^.5 F 0.0 PE 0.00 3 64.5 1.61 T 14.0 0.14072 PF 1.97 10.16 A 14.0 PT 19.47 4 24.7=5.60 (19.47) ^.5 F 0.0 PE 0.00 4 89.2 1.61 T 14.0 0.25652 PF 3.59 14.05 A 72.1 PT 23.06 5 F 24.0 PE 2.81 (EL= 6.50 ft) 5 89.2 1.61 4E 1T T 96.1 0.25652 PF 24.65 14.05 PT 50.52 19 Cross main Jct K-factor for branchline no. 1 = 89.2/ (50.52) ^.5 = 12.55 Branchline No. 2 (Beginning pressure increased due to Hyd Ref Pt 7) C = 120 A 9.0 PT 9.14 6 End head 16.9=5.60(9.14) ^.5 F 0.0 PE 0.00 6 16.9 1.05 T 9.0 0.09563 PF 0.86 6.29 A 14.0 PT 10.00 7 17.7=5.60 (10.00) ^.5 F 0.0 PE 0.00 7 34.7 1.38 T 14.0 0.09456 PF 1.32 7.43 A 14.0 PT 11.33 8 18.9=5.60 (11.33) ^.5 F 0.0 PE 0.00 8 53.5 1.61 T 14.0 0.09970 PF 1.40 8.43 A 90.2 PT 12.72 9 F 28.0 PE 2.81 (EL= 6.50 ft) 9 53.5 1.61 5E 1T T 118.2 0.09970 PF 11.78 8.43 PT 27.32 20 Cross main Jct K-factor for branchline no. 2 = 53.5/ (27.32) ^ .5 = 10.24 MANETTE 01/01/03 7: 07am Page 7 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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 Cross main A C = 120 A 6.6 PT 50.53 19 BL1 89.2=12.55 (50.53) ^.5 F 0.0 PE 0.00 19 89.2 2.73 T 6.6 0.01973 PF 0.13 4.90 A 61.4 PT 50.66 20 BL2 72.9=10.24 (50.66) ^.5 F 43.3 PE 0.00 20 162.1 2.73 4VE 1VT T 104.7 0.05953 PF 6.23 8.90 PT 56.89 23 Cross main Jct K-factor for Cross main A = 162.1/ (56.89) ^.5 = 21.49 Cross main E C = 120 A 7.4 PT 56.89 23 CM A 162.1=21.49 (56.89) ^.5 F 0.0 PE 0.00 23 162.1 2.73 T 7.4 0.05956 PF 0.44 8.90 PT 57.33 24 Cross main Jct K-factor for Cross main E = 162. 1/ (57.33) ^.5 = 21.41 Cross main K C = 120 A 64.0 PT 57.33 24 CM E 162.1=21.41 (57.33)^.5 F 46.7 PE 4.85 (EL= 11.20 ft) 24 162.1 2.73 2VE 2VT T 110.7 0.05956 PF 6.60 8. 90 PT 68.78 26 Bulk Jct K-factor for Cross main K = 162.1/ (68.78)^.5 = 19.55 MANETTE 01/01/03 7:07am Page 8 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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 Clockwise (K-Factor @ split=19.55 from CMK) C = 120 A 152.0 PT 68.78 26 Split Point F 86.7 PE -4.33 (EL=-10.00 ft) 26 76.9 2.73 8VE 2VT T 238.7 0.01500 PF 3.58 4.23 PT 68.02 27 Loop Jct K-factor for Clockwise = 76.9/ (68.02) ^.5 = 9.32 Counter-Clockwise (K-Factor @ split=19.55 from CMK) C = 120 A 141.0 PT 68.78 26 Split Point F 56.6 PE -4.33 (EL=-10.00 ft) 25 85.2 2.73 6VE 1VT T 197.6 0.01811 PF 3.58 4.68 PT 68.02 27 Loop Jct K-factor for Counter-Clockwise = 85.2/ (68.02)^.5 = 10.33 (Balance Accuracy = 68.02 - 68.02 = 0.00) Riser C = 120 A 12.8 PT 68.02 27 Loop Jct F 9.8 PE 5.54 (EL= 12.80 ft) 27 162.1 4.35 1VE 1BKF T 22.6 0.00611 PF 6.14 3.50 1BKF = 6.00# PT 79.70 28 B.O.R. Under ground C = 140 A 150.0 PT 79.71 28 B.O.R. F 32.4 PE 0.00 28 162.1 4.22 3UE 1GV T 182.4 0.00534 PF 0.97 3.72 lUT1 A 0.0 PT 80.68 29 100.0 gpm = Hose F 0.0 PE 0.00 29 262.1 ' 4.22 T 0.0 0.00000 PF 0.00 6. 01 PT 80.68 30 Supply Jct Available flow at 80. 68 psi is 1415.7 gpm which is 1153.6 gpm from curve. Supply pressure available with 262.1 gpm flowing is 113.49 psi, thus system requirement is 32.81 psi below supply curve. (28.9%) NANETTE 12/21/06 1: 03pm Page 9 Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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. 12 C = 120 A 12.0 PT 7.80 10 End head 15.6=5.60 (7.80)^.5 F 0.0 PE 0.00 10 15.6 1.05 T 12.0 0.08257 PF 0.99 5.81 A 12.0 PT 8.79 11 16.6=5.60(8.79)^.5 F 0.0 PE 0.00 11 32.3 1.38 T 12.0 0.08281 PF 0.99 6.92 A 12.0 PT 9.78 12 17.5=5.60(9.78) ^.5 F 0.0 PE 0.00 12 49.8 1.61 T 12.0 0.08723 PF 1.05 7.84 A 77.5 PT 10.83 13 F 20.0 PE 1.60 (EL= 3.70 ft) 13 49. 8 1.61 3E 1T T 97.5 0.08723 PF 8.50 7. 84 PT 20.94 21 Cross main Jct K-factor for branchline no. 12 = 49.8/ (20.94) ^.5 = 10.88 Branchline No. 13 C = 120 A 12.0 PT 7.80 14 End head 15.6=5.60(7.80)^.5 F 0.0 PE 0.00 14 15.6 1.05 T 12.0 0.08257 PF 0.99 5.81 A 12.0 PT 8.79 15 16.6=5.60(8.79)^.5 F 0.0 PE 0.00 15 32.3 1.38 T 12.0 0.08281 PF 0.99 6.92 A 12.0 PT 9.78 16 17.5=5.60(9.78)^.5 F 0.0 PE 0.00 16 49.8 1.61 T 12.0 0.08723 PF 1.05 7.84 A 12.0 PT 10.83 17 18.4=5.60(10.83) ^.5 F 0.0 PE 0.00 17 68.2 1.61 T 12.0 0.15624 PF 1.87 10.75 A 61.9 PT 12.71 18 F 12.0 PE 0.61 (EL= 1.40 ft) 18 68.2 1.61 lE 1T T 73.9 0.15624 PF 11.55 10.75 PT 24.86 22 Cross main Jct K-factor for branchline no. 13 = 68.2/ (24.86) ^.5 = 13.68 MANETTE 12/21/06 1:03pm Page 10 • Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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 Cross main E (Beginning pressure increased due to Hyd Ref Pt 22) C = 120 A 22.3 PT 24.69 21 BL12 54.1=10.88 (24.69) ^.5 F 0.0 PE 0.00 21 54.1 2.73 T 22.3 0.00782 PF 0.17 2.97 A 22.6 PT 24.86 22 BL13 68.2=13.68 (24.86) ^.5 F 0.0 PE 0.00 22 122.3 2.73 T 22.6 0.03536 PF 0.80 6.72 A 7.4 PT 25.66 23 CM A F 0.0 PE 0.00 23 122.3 2.73 T 7.4 0.03536 PF 0.26 6.72 PT 25.93 24 Cross main Jct K-factor for Cross main E = 122.3/ (25.93) ^.5 = 24.02 Cross main K C = 120 A 64.0 PT 25.93 24 CM E 122.3=24.02 (25.93)^.5 F 46.7 PE 4.85 (EL= 11.20 ft) 24 122.3 2.73 2VE 2VT T 110.7 0.03537 PF 3.92 6.72 PT 34.69 26 Bulk Jct K-factor for Cross main K = 122.3/ (34.69) ^.5 = 20.76 MANETTE 12/21/06 1: 03pm Page 11 • Fox Fire Prevention NEW LIFE ASSEMBLY CHURCH 1305 IRONSIDES AVE, 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 Clockwise (K-Factor @ split=20.76 from CMK) C = 120 A 152. 0 PT 34. 69 26 Split Point F 86.7 PE -4.33 (EL=-10.00 ft) 26 58.0 2.73 8VE 2VT T 238.7 0.00891 PF 2.13 3.19 PT 32.49 27 Loop Jct K-factor for Clockwise = 58.0/ (32.49) '.5 = 10.18 Counter-Clockwise (K-Factor @ split=20.76 from CMK) C = 120 A 141.0 PT 34. 69 26 Split Point F 56.6 PE -4.33 (EL=-10. 00 ft) 25 64.3 2.73 6VE 1VT T 197.6 0.01075 PF 2.13 3.53 PT 32.49 27 Loop Jct K-factor for Counter-Clockwise = 64.3/ (32.49) ^.5 = 11.28 (Balance Accuracy = 32.49 - 32.49 = 0.00) Riser C = 120 A 12.8 PT 32.49 27 Loop Jct F 9. 8 PE 5.54 (EL= 12. 80 ft) 27 122.3 4.35 1VE 1BKF T 22.6 0. 00363 PF 6.08 2.64 1BKF = 6. 00# PT 44.11 28 B.O.R. Under ground C = 140 A 150.0 PT 44.11 28 B.O.R. F 32.4 PE 0. 00 28 122.3 4.22 3UE 1GV T 182.4 0.00317 PF 0.58 2.81 lUT1 A 0. 0 PT 44.69 29 100. 0 gpm = Hose F 0. 0 PE 0.00 29 222.3 4.22 T 0.0 0.00000 PF 0.00 5.10 PT 44.69 30 Supply Jct Available flow at 44.69 psi is 2086. 1 gpm which is 1863. 8 gpm from curve. Supply pressure available with 222.3 gpm flowing is 113.88 psi, thus system requirement is 69. 19 psi below supply curve. (60. 8%) •'x,11. '14'0,---1-'7',"-410.- 1 ,. + •11.iJ,r •!!'!' .% .404.1104, •hii�1•'"°4 r 't .►z' rhr 4 'rf% t rii f 11r �i "1.1ari4 r -••„ 0n d :- • +1 •1. i i Ir •Irl r rhi r Ob.S. ! r Ts +r r• • 0r r• O '• a `. 1 ri / i it fr •,}vwp�r.• i •.�,.� .,:-.,-.;;;;741?.:‘'. l�- ���� .e. r:`14�$'rr y �+2��!:r •�0� wrL.'•1'h'4xi/•':%• i0 rr �7i'1�i�'ir �.e • T, .4 $r• . '�',' •.(,t ~* �,. ',,gYir: 4 T -', i.0 , 1� •Y A. {Iti . ,A° Z M res r' ••:• ..L. = . as „.k I: .« : ..L = I -` C y ;. •'•• +.. ..:. , , ,n , ... ,� , . .'J�. . r, .., ,...,. ..J.t,:.!' +±.P�.,n». �.,5 ..,.. . . .f,:... ..,.,+.il,,, ».,C,'±, .�. ,,. , . .. • t • ''g.-'i.-S,,,.$111., f* sir, -, Temporary Certifcate � r %,,,,v",... of ',trill. E.� 1� » i�rri::1 p _ Occupancy j � CITY OF PY * ::,�. tea . 1 _. <..: . BREMERTON - ,: , •ts,' ....A:...,• ` , Department ofCommunitygDeve ent $• �.• . ice= _ 'This certificate issued pursuant to the requirements of Section 110 of the International - 3. '"a '�i Building Code as adopted by the Bremerton Municipal Code, certifies that at the time -: • '�dvA• � } 7.4'31-::'-: 1--- of issuance this structure complied with City regulations for construction or use. ��,. { �- i1 r Issuance of a Certificate of Occupancy shall not be construed as an approval of a �� Rte. ; ,., _ violation oftheprovisions ofanybudding code or ofother ordinances ofthe Cityof ..f..-:. , : nb = . � % . Bremerton. 4 .,•t. a.ti ISSUED TO: NEW LIFE ASSEMBLY CHURCH . 4._„ " S.'"- SITE ADDRESS: 1305 IRONSIDES :• ' ,'' ::-f•-. / Type of Occupancy Occu10: pant _ ..;- d Construction Classification Load Common Use -,%.,=t7,1 ---:_ VB A3 200 CHURCH I\ s \ '- _ Fir i=: Permit Number: / Date: 12/22/2006 = )114:.... 'rte' Andrea Spencer, Director G.,.-- -- ;: r �` ��i r Special Conditions: Fire watch is required when occupancy exceeds ten and f P�" .. r' must be coordinated with the Fire Department. A clear path to exits and ...:....= restrooms must be maintained. This Certificate of Occupancy expires on a - December 31, 2006 at midnight. •}•- .! ', ' , ;t+ `;,fit THIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE fif.,,,.. ;!;:l.14..... .Iam'D = - .d J • ( '�` � -a A A"f'b'>tf'A•r°G', +' •P'tu u, ,Pa'4 a' •'u'1 RJA '; ,A+ u +' ui,f�; ft f i uf r A i f'A.A. �;N i.74 Y t - Yy'•/1 rr r rf\ i'�'"r [• ; i•p 1 ,40 ! 4' •. r .7 '4' •, :,._:';';6:',',:"....:`:r.t: rJl, Z' -...-.7%., ,,4.::.. h., •e... �,r..ir•ra •0. : r ArrIii • •Di• • /'y.r rv.� A7.7 • � „1:1'•• .qirr4ilt . +pt . ,tr 44.tee , lam, N ,,,,c .yp...4f.,..`4,.. ti r n. , , ,k ry , :_.1 ' 7,,,,,„ ii CP-----7 BUILDING E � Site Address • INSPECTION /305 iRONS 1 uE s Project Description CARDPROTECT THIS CARD FROM THE WEATHER ) /?4r(CARD FROM �::, /r _c r M' O F Building S Plumbing ❑ Mechanical ❑ Alarm/Sprinkler 0 DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE Permit BBO6- DOkks' i'"D, ,UgH 'ff' For I ections Call (360) 473- 5870 Approved Date Notes Erosion Control In Place FO UNDA TION DO NOT POUR CONCRETE undation Footing(Check Setbacks) 0941 )5'-5--7 PRIOR TO APPROVAL Foundation Walls Plumbing Ground Work In Slab Mechanical Footing Insulation 2nd PLUMBING Rough In MEC'HA N/CA L Duct/Vent GAS PIPE Support/Test/Meter set I'd Under Floor Framing 3 FRAMING If I Si & 2,td are approved Shear& Hold Down Connections L&I Electrical Approved Ventilation Requirements Framing_ th Underfloor • 4 INSULATION Walls . Ceiling _ th 5 SHF J 'ROCK t ILDING 473-5870 FINAL All of the above must be FINAL ELECTRICAL rept.of Labor&Industry 415-4000 approved prior to final WATER MAINTENANCE 473-5927 Grease Trap,Rack Flow,Water Meters PUBLIC Driveway Approach 473-5270 WORKS Sewer Connection 473-5270 FIRE 473-5384/5385 ALL FINAL INSPECTIONS COMPLE7'ED Occupancy Approval(Single 473-5870xii I3 Family Residence Only) 1 l 7 DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHE!? Ilk , _,,,,,,_,,,,,,, rt„,„,,,,,,,,„:, 7 O ö08 ?5 C pk- 3 II lee cD PERMIT CENTER _ CITY OF BREMERTON Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360) 473-5275 * Fax(360)473-5278 A::>::'::::ln :::;::>:;:;:;:::>: Site Address: `, 6•,1 ---27-,K'e,iii sties- . is '/2/e/e/a/(1 14 /5 y'? i CONTRACTOR: Sc/- OWNER: i,I e ti) L e_ A S ctrl,f�• Address: Address: p, 0. •1- ox q„x'7 City, State, Zip: City, State, Zip:1.34filieried iiid `jrl 1.37 License # & Exp. Date: Phone #: ( 3 t 0 )..x'77 - 7,/?,2_._. Contact Name: �d4_ ////6- 6,0o-tett Authorized Agent Name: ei, .6, <0&CRT 'S Contact Phone #: ( ) 373--,-SS r / Address: .Se,.n t Tax ID/Parcel #:3q?5 06 b Dal 01504-- City, State, Zip: ,0",, e Phone #: S4-eh �. What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR NE@ZOWID NEW DUPLEX NEW MULTI-FAMILY c NEW MANUFACTURED HOME TENANT IMPROVEMENT NOV 2 8 2006 RESIDENTIAL REMODEL NEW GARAGE/CAR PORT BREMERTON-DE:PT OF RESIDENTIAL ADDITION NEW ACCESSORY BUILDING COMMUNITY DEVELOPMENT RESIDENTIAL REPAIR "4 NEW SIGN NEW COMMERCIAL STRUCTURE DEMOLITION COMMERCIAL REMODEL GRADING(Cubic Yards: ) COMMERCIAL ADDITION OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO X Scope of work proposed: •-4-m5107, 11// /v e Id s;9' ,�� X r! Sec <i 7a(! f1 f d) a TT 40 e__47--.•0.) i lc d.' ce_.i 7-e d 0 r1 ct i/ -e../ 1-4 5.' %r /°I a n1 , 71:S k.' : /f IiL' '. /ude eerneyi% Kase rL1,.)r1 el'eT;,6el./ GO: 46'/11cj Square Footage: Dwelling: Garage: Decks: / Valuationan Review Fee `Permit Fee Surcharge Total Fees i y,JDod 00 q06. ikJ39.°15 4 . o 0 ,_3 q a (o Application for which no permit is�tssued within 180 dilys following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the app'cant shall resubmit plans and pay a new plan review fee. 4......„, I i — .a ;-c,E, Applicant's Signature Date � CITY OF BREMERTON PERMIT NUMBER: BB06 00885 lJ DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/22/2007 t° fit' 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 ' 1 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: ADDRESS: I SUBMITTED: 11/28/2006 APP_, ��A5 r ' EXPIRATION: X007 STATUS: ISSUED VALUATION: $7,000.00 Sig ermitlir Building Permit $139.25 2211 NEW LIFE ASS BLY OF BR'MERTON C I RCH-NEW . . E-STANDING Plan Review Fee $90.51 4580 MONUMENT SI N State Surcharge $4.50 0236 Building Code dition: TOTAL FEES: $234.26 Occupancy Gr• p: Type of Constru 'on: 5 Flood Zone: 5:(tpHQ )k \� �� Setbacks: Sanitation Method: Number of Bedro• s: Q 5��� A0". ..., , ).., 1 VVJ Square Footage: 1 d Price from Applicant `\11 1 TOTAL Inspection Requests Fi - Inspections (360)473-5380 DCD: Building Inspections (360)473-5870 H/I Bremer on, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360)415-4000 PW: I--_ m•nt of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 d. s from the date of issuance,or if the work is suspended or abandone. at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see tha the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of B •merton that the concealed wor m•ets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substan to code requirements will in.•mni\the City against any an.all ' responsibility or liability connected with the construction.I hereby certify that I have read and examined this permit and kn• the same to be true an. orrect. •II provisions of laws:nd ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does n: presume to giv•. thority to vi,late or cancel pr. sions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, .• -. am exempt from t -requireme r of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performin. - ' building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditions of his permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: • L) PRINTED NAME: E.:$2.4 L DATE: v .3..' `—eS 3- CONDITIONS CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-14) DCD: Approved Plans, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. 10. (DCD-22) Building Plan Review: E..... Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code I Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code I 2001 WA State Energy Code I Page 1 of 2 CITY OF BREMERTON PERMIT NUMBER: BB06 00885 19 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/22/2007 BREMERTON E�tE ap 345-6th Street, Bremerton,WA 98337 ' ® (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: ADDRESS: SUBMITTED: 11/28/2006 APPROVED: 06/22/2007 EXPIRATION: 12/19/2007 STATUS: ISSUED 2000 WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 20. (LU12) Signs must comply with BMC 20.52. A separate permit is required for additonal signs. G?1 MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. Foundation Footings Landscaping Final Inspection-Building Page 2 of 2 =t` 8'.' T yNill✓r t I'.A !~ �r�•/,jl/r. f.,:q, rr,.4.,,,'0.1131,41.r _41',01:.'fl•./l,l,r OI/Pi N ,N~i'.at►`C.• ,1 /Ir/ f'.-•�C• t\��. /I =l aria►- �. ie�n.- ••••,0 • -\ .4:.'411... 4 a 11 •11 r �j\. rr•r �P 'A. goo,/ a: ar/a�� ' ..r,•'• • MY.. ,tea•} 0.. •. r r Jd •A • 10•••• 1 fr ••••0's♦ he /Ar•/ 0 • yI'Ili •Q.., x110/✓1'! w .•rte,. � '� �•, `:t,fl�r 1 r = .... /j 5 � • .,•, rr �, .•ti•� ♦• , i r , r r �r . �'p14� y, •4 t'1 A• , •-•. 17.. r M • • !it”a • Alt Y i•./1 •� 'S1' I{r. ;` --- Cri .L firs. 8:k (: a ergs --" .L -. yr.� ,;! � 9 �• .k L rs L .D_ } 4Temporary Certate h.� mar BO I i „.. --_ , y4.,• 7 i o 1--y9 '; Occupancy k.:4-4,:.:::'.)... -1° � CITY OF ) --13'n-ti 4 BREMERTON . .•sem• i, i ,,, f • Y � --- Department of Community �Develi�t %.';•.- r.:,,--...:E .--F?: -,...55:-.Y.:-. ... 3.4 This certificate issued pursuant to the requirements of Section 110 of the International a Buil ng Code, as adopted 6 the Bremerton IMunci al Code, certifies that at the time ,,�.. P y pifl�°• =_i ' of issuance this structure complied with City regulations for construction or use. M a•~.• Issuance of a Certificate of Occupancy shalt not 6e construed as an approval of a ':":". z violation of the provisions of any building code or of other ordinances of the City of _ .e..;,.,..,- ;D= r `£ Bremerton. ,a ,+ 4 '•i lM ♦ .giyj f j %rte- ISSUED TO: NEW LIFE ASSEMBLY CHURCH , .w••!. F v' 411:- ** E -- SITE ADDRESS: 1305 IRONSIDES .r�r S DES _ x7_ • • Type of D• Occupancy Occupant f,.-- _,-, _ Construction Classification Load Common Use t�ttr, _tea i VB A3 200 CHURCH Y e Permit Number: r` ! Date: 12/22/2006 a / / f��1/7 c . ''�9-: Andrea Spencer, Director �-_ r1'4 Special Conditions: Fire watch is required when occupancy exceeds ten and " :. _- must be coordinated with the Fire Department. A clear path to exits and r4:3-:$1.�z' . :� restrooms must be maintained. This Certificate of Occupancy expires on December 31, 2006 at midnight. - ` i; 4.:ty ti. 1' i f~ THIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE n' 4'VI 'AA i'N 'u'R'ii`A'h iiuu' 'e,.•,,,S' ,i u'"'t"",'1 ,...,,:rl,A.4"'A',,iA'dA'A'f' .T'.'i' ., Y� • 3� .; T ' '`i♦p`-�.- 'r .,. 1•.,�Xrz3� 1- ♦.+r ! Tk ! ' :Ti. -yS4g 7 '.. •. _' /ri\ 7 rM J •1;P:4'. ; :4' `tea ?• ..M4'rr>> ':i'• :?P i / :.r.. .'4'�,4Ca�.f7}1t`Y,ya � :2.'ti rf�, ,yam w'0.. ��;;::::,•;•, ..0•,J r i_1� ✓.i�:'A�•-i!•�✓y:;,:f.(04,;1 .!L p1j:�:'•'�i• • rr'.!i}r,�. brAli?!! �r;�'.'-• • ({I --. / // r •-�. •' E 1,x/1. i.fii, i•1.1 7-., .,'v'•Wd, :,i•;/ -.s.;; ii;0. etti!riff v,.. 4'1 . .-.% � ,� r / / 1 I/lb r�A1 1.�. i CITY OF BREMERTON PERMIT NUMBER: BB06 00885 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/22/2007 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10` SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: ADDRESS: SUBMITTED: 11/28/2006 APPROVED: 06/22/20 7 EXP/RATION: 04/30/2008 STATUS: RE-ISSUED VALUATION: $7,000.00 Sign Permit Building Permit $139.25 2211 NEW LIFE ASSEMBLY OF BREMERTON CHURCH-NEW FREE-STANDING Plan Review Fee $90.51 4580 MONUMENT SIGN State Surcharge $4.50 0236 Building Code Edition: STOPWORK FEES $139.25 2211 Occupancy Group: TOTAL FEES: $373.51 Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD: Building Inspections (360)473-5870 H/D: Bremerton, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360)415-4000 PW: Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required I inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under ection 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to.•ss fipbl in .ection prior to permit expiration and obtain a certificate of occupancy prior to us or occupancy. I have read,and agree to abide • the•,•.• '.141 o this permit including all conditions of zoning,building codes, d State and Federal laws. SIGNATURE OF OWNER OR f p AGENT: / PRINTED NAME: DATE: 11~6 a —GJ CONDITIONS City of Bremerton's ap•rov:I of this application pertains only to the City's regu ato jurisdiction,and thus compliance with City regulations does not n- essarily ensure compliance with federal or state laws. 10. (DCD-14) I -D: Approved Plans, Site Plan, Permit,and Conditions, Shall remain on site and be available for inspection. 10. (DCD-22) Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code Page 1 0 T-4 j"'! CITY OF BREMERTON PERMIT NUMBER: BB06 00885 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/22/2007 114 j 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: ADDRESS: SUBMITTED: 11/28/2006 APPROVED: 06/22/2007 EXPIRATION: 04/30/2008 STATUS: RE-ISSUED 2000 WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 20. (LU12) Signs must comply with BMC 20.52. A separate permit is required for additonal signs. � f 21. (OTHER) Pursuant to BMC 20.52.070 the free standing sign setback may be reduced provided the sign does not interfere with the clear vision triangle. Should the sign interfere with clear vision requirements the sign shall be moved at the owners expense. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. Foundation Footings Landscaping Final Inspection-Building Page 2 of 2 I ,, ____ c., PER1ME4 -[0R, 'G `1 Il0"0.G. AUgiS ,r 'T ,— - _ .., r. — I - FaU57luG i , r ck .. . 1 , i . A i 1 , 0 1 utt1-1 i M2. ZAIr4-4/04, _ , 4,..i.,ovr,.. .,1 rn# ]. 411. J 000 : fA _, • t , - _ . ,-, 157 1 'SES os.74..200/ r - xNrrx`il aCrQ LGrYR 1 r - rOL ,VS-t/ LIP 1 A%6 11O y G/ttrs'A7(-fe 1 _ y CAPAPr/1/ Re-Z1 ;iell . ' ANS SPOOL) 41 J2-29-- 7D METALSIDIi� 8 �o i I - _ G.I (nbta; tTINC, 2- tcUR ) r,E4/10/e CASOft*r13 _ ivr. i 1 r:, --1 -- - 1,..4b ,,, il' ;4.9 , , 1 1 I ricrai kIALL ., , II fl ,,, ii, v ( 0, FIC5 0 . i: U P ) (0 0 i 4 A45 i ' s il° -t... , ,, • 1, _____„._ ......4., ' C 1 1 �' O5TS E a )vE rA r s' I1`I 1 G�IU TG-TTLa c it. �I�E CnuLt1MN ISE 60 wunii4 A _ H o�IN� -noels leels4OU E0, I[ _ ' .�_, - — - - LOW D Ute. T-, fir H . ` , \_. ' ii.-_ __ _� �== = 04.0� 11 -1,,rPe. O FF I C, f E E ;,_ _ , 0 - - ' LP - - il _ _ _ d . // er.mova —_ — _ . icer. pizza 6 P ' = - cirr `10 t ` slii•i�- — — , s �� x J�{l'Th nF F.k T' Ea 0 0 ILETi I ' -AYi a as / - 'x 3(u GRIDS - I/ ' psi', r1 .k7/ P 'DBE SEE 1 -- - /�A►� t' .Irc _ - �a.l t lAi iG I i`I J DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF BREMERTON PHONE 473-5875 STOP WORK AT ONCE toje - / d( c • Job Location Q 3 .S ro r j 4 d ,pcO . Civ( eddli /( -2 - 07 /1, This structure h s been inspected and the following VIOLATIONS of the City Laws and Ordinances have been found: C `J r 6vrAckc� n 1 r 51 c 4-1. Vrl • The violation of this Stop Work Order shall constitute a misdemeanor, punishable by imprisonment in jail for a maximum term fixed by the court of not more than ninety (90) days, or by a fine in an amount fixed by the court of not more than one thousand dollars ($1,000.00), or by both such imprisonment and fine. (BMC 1.04.050) Inspector �J. LO rtc_ e.�0� Date The property owner may submit a written request for reconsideration of this notice, including the basis for reconsideration, to the Director of Community Development. DO NOT REMOVE THIS TAG DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF BREMERTON PHONE 473-5875 STEP WORK AT ONCE Job Location : ,yjQ This structure has been inspected and the following VIOLATIONS of the City Laws and Ordinances have been found: tC! � .c. cL b j e ck r-->te-) The violation of this Stop Work Order shall constitute a ' hable byimprisonment in jail for a uncsP misdemeanor, p maximum term fixed by the court of not more than ninety (90) days, or by a fine in an amount fixed by the court of not more than one thousand dollars ($1,000.00), or by both such imprisonment and fine. (BMC 1.04.050) Inspector L , L-6 t '� Date ci-Ttcsic, The property owner may submit a written request fo reconsideration of this notice, including the basis fo reconsideration, to the Director of Community Development. DO NOT REMOVE THIS TAG - c,, ::,3 ` ,,,..,„:„..,,,„:„.-, - -„, _ �,,1/ - r, ,'x, 4 E.,,,:rt: ...„,„.., „„,;„,,,,....„... , ,_, . ,,,.......„,,;,,,,i,,,,,,,,,_ � , ` `" ._...... � 1 s p CZ1 ::: 1._,..- , ,,,, �4 ,. . �� }4 ^�� Xt . , .*:',',,';1,:,,,,,:;,,,..i,j.:'."'„'''',,:',,t,' ".:,.. .,,, „..,-4'"''''''' ' - "1' F 1 t, Z I ad, • ¢ k ^ "$.s k�Yr,�. 124 W.MI p. ��, a U.1 X; 4:.:0 Th1 0 V' -' Y V ir4.. , •mull H Z' � �� 4 he te, T..,, 61 . v o 43.31 ,*s U2....... . ,....„ ,.., .,...._ .... < 0 c:p_ E ,:„...„:„.„.:,:.,„''.. , , t a) a T ri Z ��' KRB 'y4.1 0 1 1,,;. c!!!!!!)Y aA' .:''''''''1.'1,-;''',''1 Ex a '^st;rax F 41/1.fr.,,,,,i-'..ttqi-tr',-". S"..,:rt • J `-4 x __: k , I . k k. ' c. y mak.. xs INSTALLATION METHOD COMPARISON DIRECT BURY OF ERECTING POLES i 1 ki Al OO O o O i v -,t rt "rCray 7,k . . ."i',':b'':4:; '' d+:�, ``Kt 1 x. a c ' ;. o v . ' � ,. 36 --48 .;, a o ,o ri M/A/ O - p BURIED BOLTS IN CONCRETE The Advantages Of The "Direct Bury" • Method _/ 1. No preliminary site work. No wooden forms and large concrete pad required (up to five cubic yards of concrete). 72" 2. More structural metal in contact with the concrete. Ground Leve ° o ° . • o . . o• ,, 0" o 3. Far less concrete is necessary to provide C DQ, 48" ° • the structural rigidity to withstand 0 D • 0 D D 0 120 MPH winds a D ° 4. Convenience of installation for non- professionals . . .a _ _G -1 - s 1INsTALTF0N GUID Ft _ilk, 111. _________ ��� y��o� c�qs k• PG F�,�T s <tL Step 1: Carefully remove sign from crating and double Step 2: Dig two holes with a post-hole shovel check that everything is intact. approximately 36"--40" deep and 14" wide. 41110* irr..._ , 51oIMIIii iii t .. ��i���IIiI iiiill�l�� Fastener . 4 Blow-up Pole Inner Ezhuvton I 1111 I Step 3: Mount poles (both straight and wrap around) Step 4: Using 2 people, lift the sign up carefully and to sign with bolts provided in predrilled holes. set the sign into the holes. 7.1 4 411411111 00. OA ® 1- ilk*•• A rG1'r1.� �, , - i .e - , a,, ,,,,- =, `','"::',:--- -:---ti:',:: '°� � "�',:: :43, t '"tis " 2t^ ''' xfi ,...• ; 07,i,-.- . i'mss �. • � r ..4- -�*<' Step 5: Mix concrete and water in each of the holes. Step 6: Fill the hole with the leftover dirt, packing the Be sure to have one person hold the sign dirt very well. Again, check to make sure the steady while mixing. -2- sign is level and perpendicular. 0---...--- — - -.- . 1 fv Ac,e'-; grzo..0,-.) 1 L. _.-.....le (.6.-r- s ail 4,_ ;: • ,.. % I , ea-ttie,,41 A se•A- / re.)4,-tie,cl a ideL , 7 . , _ , • -.. • ' - ...............guk \ . • 1 `•,,,, -..-.! i ---\--,--- r .....„ i 1 „,...,.., —.........._,..—., , i .- ---'---.1 t, r 4 , , i'. il, t. :\....................--_ ..........-......... ....", '''s.... • "..,,,,, ....-..--....,1 ',. ..............................., '',.„ ',. . ,,,,-,-,. '4x „ res•—s44.104.1 1 .. 1 0 ,., P .....1,!' :, jti • . • '''N I 1 't...-..---....-- F t V) 4\,-- --r, 1 if . •,... BREMERTON-DEPT OF ''',„„, COMMUNITY DEVELOPMENT L N 1 i 1 \ • \,,, .1‘ `N, N-, N v1 41 NN'''' :: • ' ' I II . • I I h t - . i ttI . --------- ' . . ... I 1. . . . . . , ,-6 • ti <--. ,..• --, 1 i 1 , I it, f I , li \b i ‘if1 / 9 *330 i ,' :041110, ,'"'"•-• ' ''. .- .5 / gi 1 11 L 0 OAT:o 4) ( 4f... 1 2.1,7.—. ,_22,5 ._.-,. NY —... 10r I .---- • r ,0 k, Pai(iC:rt 1 irete-e--..c /44./ e- ,5 1105 15 . 1 ( CITY OF BREMERTON PERMIT NUMBER: BB07 00814 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 11/15/2007 gt4r 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 13051RONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER" PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: JC CUSTOM COUNTER TOPS PHONE: (360)479-6278 ADDRESS: 1042 WALNUT ST,BREMERTON,WA 98310 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 11/02/2007 AP V : 12./.1.4.4e07 EXPIRATION: 05/13/2008 STATUS: ISSUED VALUATION: Fence Permit Fence Permit Fees $45.00 2211 NEW LIFE ASSEMBLY OF BREMERTON CHURCH -FENCE State Surcharge $4.50 0236 Building Code Edition: IBC:2006 Plan Review Fee $29.25 4580 Occupancy Group: TOTAL FEES: $78.75 Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Inspection Requests Fire Inspections (360)473-5380 DCD: Building Inspections (360)473-5870 H/D: Bremerton, Kitsap County Health District (360)337-5285 L&l: Department of Labor and Industries (360)415-4000 PW: Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned • at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required • inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the condi of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR _. > AGENT: J PRINTED NAME: .4- t" DATE: /)^f ' CONDITIONS ' City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with Ci regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency)and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified(AHERA)building inspector(except renovation or owner- occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. 10. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring Page 1 of 2 CITY OF BREMERTON PERMIT NUMBER: BB07 00814 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 11/15/2007 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER" PHONE: (360)377-7292 ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: JC CUSTOM COUNTER TOPS PHONE: (360)479-6278 ADDRESS: 1042 WALNUT ST,BREMERTON,WA 98310 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 11/02/2007 APPROVED: 11/14/2007 EXPIRATION: 05/13/2008 STATUS: ISSUED the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-23) All portions of fence must be located on applicant's private property and may not encroach te onto public property or the City's right-of-way. 10. (DCD-24) By signing this permit,applicant certifies that the depiction of property lines shown on site plan are true and correct. 10. (DCD-25) PERMIT CARD MUST BE POSTED IN A CONSPICUOUS PLACE ON FENCE AS SOON AS CONSTRUCTION BEGINS. 11. (OTHER) Development must comply with BMC 20.46.020,fences and walls. Pursuant to BMC 20.46.020(a)(1)(iii)the proposal is consistent with the code. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. Final Inspection-Fence Page 2 of 2 , ` / oS/ 7 . 14 PERMIT CENT R CITY OF BREMERTON Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360)473-5275 * Fax(360)473-5278 Applicant: OWner Contractor Authorized Agent Site Address: 'LOS 1-/(.or3�i vt.c Av .13t^,--3-C.)-0-.) w,1- 9' ,1) Y C (.,, 4-,),-r -11.)fI S CONTRACTOR: - c?- 1").1 til C.,a.e 6.1- OWNER: J o-si L:-4t / 4,.6'11 4- V-3(1---6-41-1 Address: 1 o y a wq 1,a,4 Address: ).7 S- il,1,v i )e,-,1 --h- City, State, Zip: -g,.....d.,.... `.1(63 I o City, State, Zip: --grt,,,vi,;/,,... -)9. (-'1 ) Q License# & Exp. Date: 5-CC. U 3 L.C I �g m C Phone #: ( 3 ) '}'-7,),`)1 Contact Name: 14.1„ rte. Ct,jh,.r 1'J/e"\ Authorized Agent Name: L z;` '3Z64, Contact Phone#: ( ) Address: `d -'& L- (4,,rt,,) 1-.a p r3 Tax ID/Parcel #:---y7 c ,v c ( ef City, State, Zip: X5;,.,.,1... °) z'3 11 Phone #: '3k, S S/-a b 3-3 What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR NEW DUPLEX NEW MULTI-FAMILY RECEIVED NEW MANUFACTURED HOME TENANT IMPROVEMENT RESIDENTIAL REMODEL NEW GARAGE/CAR PORT NOV 012007 I RESIDENTIAL ADDITION NEW ACCESSORY BUILDING Bremerton Department of RESIDENTIAL REPAIR NEW SIGN Community Development NEW COMMERCIAL I STRUCTURE DEMOLITION COMMERCIAL REMODEL GRADING(Cubic Yards: ) COMMERCIAL ADDITION OTHER: -t�n(,,,C IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO Scope of work proposed: f 4 Ge . f t•.roc -rN Lb- TZ.4 e l.,,C\,,Ns.) -tw� ' Square Footage: Dwelling:- ---- Garage: Decks: Valuation 'Ian Review Fee ` Permit Fee Surcharge Total Fees , , ,::. >,______„_________ c 7ii ! 4 ' n � .., Application for which no pe mitis,ssuea w:,ii„ ._ . ,,c ,,, .vii iy„it _._, , Jan snail C„N,,..—, on,and plans and other data submitted for review may the eafter be returnee a -- .eplicant or destroyed by the building official. The building official may extend the time for action by the applicant for. e-riod not-xr--sing 180 days on request by the applicant,showing the circumstances beyond the control of the applicant have prevent:, action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the ape ant shall resubmit plans and pay a new plan review fee. 1? - Applicant's Signature Date on iirea S,, L° - . Neto Life L;f hof 6re,stevto h BUILDING PERMIT Site Address m INSPECTION 1305 ov s des la z , ,, CARD Project Description.- V e VI ceC J PROTECT THIS CARD FROM THE WEATHER ,,, :,,,11,,; , '�',1,9',M' 4,1Aw,c � ' � tai��"rct�hl �' ,i.Z, wan I �s�tv�b4M Building Plumbing 0 Mechanical 0 Alarm/Sprinkler 0 DURIN ' INSPECTIONS THE BUILDING PERMIT APPROVED PLANS SHALL BE ON SITE Permit # B B 0 --0 OZJ POrgT ©[ ] , E For Inspections Call ( 60) 473- 5870 Approved Date Notes Erosion Control In Place Foundation Footing(Check Setbacks) 1St FOUNDATION Foundation Walls DO NOT POUR Plumbing Ground Work CONCRETE Mechanical Ground Work PRIOR TO APPROVAL Under Floor Framing Footing Insulation 2nd PLUMBINGRough In Exhaust Fans/Duct MECHANICAL Heating,Duct, Vent GAS PIPE Support/Test/Meter set Fire Sprinkler Line Shear&Hold Down Connections 3rd FRAMING L&I Electrical Approved Roof/Crawl/Ventilation (IF 1ST&2ND ARE APPROVED) Framing Under floor 4th INSULATION Walls , Ceiling 5th SHEETRUCK (Fire Sprinkler must be approi ed prior to sheetrock) 6 th INAL ELECTRICAL 000 FINAL Del . hot&Industry WATER MAINT , '; 473-5927 Grease Trap,Buck Flow. Water:b c PUBLIC Dr •a Approach 473-5270 473-5270 WORKS Sewer Conne KITSAP CO. - AL TN DISTRICT • 33 - ;S Septic S• is 473-5394 FINAL BUILDINGu of the above must be approved. 4 73-58 70 /� Occupancy approval for SFR only-Commercial structures require a separate. Certificate of cliell ‘--ft "e Occupancy. ��` {{{ DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER Rev.August 2007 1 DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF BREMERTON PHONE 473-5875 STOP WORK AT ONCE bOO O -'7 Job Location 663 IIcO r\ 3 ► pt 6307 40/2t4 "=v��1(-1 - o7 � This structure has been Ins ected and the following 9 VIOLATIONS of the City Laws and Ordinances have been found: 4r\ k � jr-Y-0 n 4-. 0.r a The violation of this Stop Work Order shall constitute a misdemeanor, punishable by imprisonment in jail for a maximum term fixed by the court of not more than ninety (90) days, or by a fine in an amount fixed by the court of not more than one thousand dollars ($1,000.00), or by both such imprisonment and fine. (BMC 1.04.050) Inspector J Lu CQ:' 4--p r Date The property owner may submit a written request for reconsideration of this notice, including the basis for reconsideration, to the Director of Community Development. DO NOT REMOVE THIS TAG vo n � 1 oN u, 8 r I j f.. ' ,' ! , a l .. i ::- ,.� -,r iii F. . ./,....„ . . . S At I p•_ i . • cmoF:.,, DC APPROVED .7 0 8 • ' BY: O ': .,,,, , • 68010 6 4 t RECEIVED NOV0121 � Bremerton Department of Community Development y { { e iJ .. _ $ 2'.'"'=';.•14.,t1 k t; .. N,,,- ' 1 i, i Y 4 I —......—,....,_--... ._...._._—..__r._.._..._.—.__...-.. ._----......._........, .._.__.. ... ...... ._.. ....,....... ..a....- -_ - r it !3 / ke'4 7 !�'etit a.- /5 ijk.cJ e,d Ai Q i • 1 } _ .. - CI 0 rn a� 0 ` `\ > oo co o a {� 0 lt\ \ ..... ....., \ .. . *, N'",....... . .,i�\`` _ 1 toV1 `:. 31 II i -c17 '`�, \\ Ai '-,,,.....,, 1 r \_, , t ,1.: i \ • Arfl\ 1 \I .... N..CI \ ecs( i 1\ S \ I ,..144) sti f { 1 \S %if / . / 9 • gi,. . • II 13'7 .1.1•111b•••••••••.....•••1•NIVai•WY 17q 1 .1\ Isi9r 1 , 1,,', �� b 1' 1-1.g b''' 4 ,,,,, 6 CC Pa.R k:K y spaces t)-e..5 51 U et e)s;,i,e ate. .- gt� d l 7o �S IA-le O!,v CO r 0 8 vl --- .9 g Ali th L._ i ct :\ ' t ti, lit ! *t' ( t'1''' '", • ;tit': I v ; t 1 ' t'' 0'' , . , .; ! ' i , 1 , i 41 IF, i • , 4 ilaill 1 i 19 11 n ...! o a Ui IMO * illk 0% i 1 GI .:I RECEIVED NOV 0121iu ' i , . ., . ,, . Bremerton Department of , .. Community Development , e• , , , - '' ' ' ' ,''4giri••'1'4: ' ) t • ' ', "..,.•I: _ . ? _... .,. .r., .. , , .1 . N\-4 , . .. , ..•.- , . . . ,, X F- Yc;uth Mine :.s Youth Pastor's Service Schedule: Dustin Bell Sunday's 11:00 AM Rebekah Bell Wednesday's 7:00 PM Office:360-377-7292 Fax:360-373-7012 Cell:360-631-6598 Rebekah Cell:916-212-4171 Dustin Email: theedge@newlifebrem.org New Life Assembly of Bremerton 1305 Ironsides Ave Bremerton WA 98310 www.newlifebrem.org Living on -Elle-LDGL or.Eternity! • v j , City of Bremerton PERMIT NUMBER: BB13 00548 A' Department of Community Development DATE ISSUED: 08/27/2013 '.. 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS: 1305 IRONSIDES AVE I Simmatot4 (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: CITY Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF 360-377-7292 1305 IRONSIDES AVE 8W50Q-UTQKL BREMERTON BREMERTON,WA 98310 OWNER: NEW LIFE ASSEMBLY OF 360-377-7292 1305 IRONSID .AVE 8W5OQ-UTQKL BREMERTON BREMERTON A 98310 CONTRACTOR: YAWEH BUILDERS 360-689-4963 12162 CENT' •L VALLEY RD NE QGIF3-3QW01 POULSBO, ' A 98370 LENDER: • ') SUBMITTED: 08/27/2013 APPROVED: 08/27/2013 J ,IRATION: 02/23/2014 STATUS: ISS VALUATION: $600.00 Building Permit-No Mechanic bing �y n FLAG POLE -e.)$4 NEW LIFE ASSEMBLY OF BREMERTON-REPLACE FLAG POLE /(ff Building Permit $26.00 n Building Code Edition: Ica State Surcharge $4.50 Plan Review Fee $16.90 Occupancy Group: Type of Construction: TOTAL FEES: $47.40 Flood Zone: Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expirrion and obtain a certificate of occupancy prior to use or occupancy. I SIGNATURE OF OWNER OR A ENT: ;`/ il „ 7( PRINTED NAME: ` , ,` ' I I . Q 0-7 DATE: P -, 7- 13 CONDITIONS / City of Bremerton's approval of this applicatio I ertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with feder• or state laws. Printed by:Wolf,Valarie on:08/27/2013 11:41 AM Page 1 of 2 '! City of Bremerton PERMIT NUMBER: BB13 00548 Department of Community Development DATE ISSUED: 08/27/2013 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS: 1305 IRONSIDES AVE q (360)473-5275 Fax:(360)473-5278 I. (DCD-01) ASBESTOS AND LEAD-BASED PAINT: /f ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington I Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences).For more information,please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.lni.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD-BASED PAINT:A contractor or person receiving compensation who is performing renovation,repairs or painting on a residential building or a child-occupied facility built before 1978,must be trained and certified by an accredited training provider,and registered as a Renovator by the Washington State Department of Commerce-Lead-Based Paint Program. For further information please contact:The Department of Commerce website at:www.commerce.wa.gov/lead,or call: (360) 586-LEAD(5323). EA/) Z----, 9 2. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of (/�// C�— Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity. 3. (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be e/-1/ti on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. �� 4. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington I State Building code or of any other ordinances of the City of Bremerton. 5. (DCD-14) DCD: Approved Plans,Engineering,Site Plan,Permit,and Conditions shall remain on site and be available for inspection. 4 Any changes to plans shall be approved before construction is performed.Architect or engineer of record shall approve the change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. 6. (DCD-10) A separate electrical permit issued through Labor&Industries(L&I)is required for any new,modified,repair,replacement, service,maintenance,or temporary installations.Electrical work is inspected by L&I prior to cover and the framing inspection.Contact L&I at 360-415-4000 or www.lni.wa.gov.(RCW 19.28) 7. (Custom) Approval is for a flag pole only. All other Appurtenances attached to the pole will require additional review and approval and may not be permitted above 35'. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION-WALL Foundation Walls/Hold downs FOUNDATION-FOOT Foundation Footings,Property lines shall be properly identified FINAL-BUILDING Final Inspection-Building FIXTURE LIST Qty Fixture Type Qty Fixture Type Printed by:Wolf,Valerie on:08/27/2013 11:41 AM Page 2 of 2 BUILDING PERMIT 1305 IRONSIDES AVE 1746aMMWMW INSPECTION CARD NEW LIFE ASSEMBLY OF BREMERTON - REPLACE FLAG POLE oil 73! PROTECT THIS CARD FROM THE WEATHER a" RION Building Plumbing LI Mechanical Alarm/Sprinkler LI This Placard must be posted on or near building and the Permit&"Approved" plans must be at the site. Permit # BB 13 00548 Call the following Agency Telephone Numbers for -Property lines shall be properly identified and marked before inspections: foundation footing inspection.Setbacks are measured to the Building Department Inspections: (360)473-5870 finished wall structure. Water-Public Works: (360)473-5927 -Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. PW-Public Works-Engineering: (360)473-5270 -Permit,approved plans,engineering,and inspection card shall Kitsap Public Health: (360)337-5235 be on site during construction or Reinspection Fee may be Fire-Fire Department: (360)473-5386 assessed. L&I-Dept. of Labor and Industry: (360)415-4000 Inspection APP DATE Notes Foundation Footings,Property lines shall be properly identified otZit l3 Foundation Walls/Hold downs Final Inspection -Building J FINAL BUILDING (360)473-5870 All of the above must be approved.Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page 1 of 1 ?, 6 3 ( ) 4---y RE�rt✓ ;tv l ( `` City ofBre.nc: AUG 21 2013 Cv PERMIT CENTER /� J CITY OF COMMERCIAL C BREMERTONDerrtm°r` ' toBuilding Permit Application ----- --- Community Develop-. ,. Department of Community Development* 345-6th Street,Suite 600* Bremerton,WA 98337-1873 (360)473-5275 * Fax(360) 473-5278 * waw.ci.bremerton.wa.us Applicant: FN Owner Ti Contractor Authorized Agent Business Name: �Y ey,) /i74' /qq.5 -e IVA ©r 60/4"0^"e ""To v7 Site Address: /3tG r0N cPpS nn ,..-evr,ovtv.A.A 2✓ To apply for a property address,contact Public Works at(360)473-5270 i / 'En itA i t Lia n CONTRACTOR: S',or►.,.� ds n ;(74 y OWNER: /3 Z` .oto HS., 5)R,s ,' v - Address: 1 .)l 1 C;), C-ei,,f✓eI 144/b4 ,QQ Address: Ne zAi 1 , 6e A_415evv,tj 0Fgteen.eNtd 0 City, State, Zip: Pt' U L S 6 0 /Am t;j, 3 ) C City, State,Zip: 1 r e vyve lot . 0 P3// 0 License# & Exp. Date:4C YG I,LAP We,id( Phone#: (.36:0 ) .3 7 7- 7.)"?').. Contact Name: Ton y X4.4 v k Authorized Agent Name: j ; )) Ca v Contact Phone#: ( U C1) C iP 7.- i9 3 Address: / A / N C.-,,,Ir;c,,,, ei v-e Email address: r w Ycits4h emdbe I.,i.,;,,City, State,Zip: g r e w - r•ro v L)4} Q1 / Tax ID/Parcel#: 1 9"'/e j qyy7 f) 7 c''>0 f Phone#: ('4(0) 32 - j y ,,Z cf 0 Sewer n Septic Email address: r=,v..ec..t//ca pr&0.144;1 (:=o-, What is the application for? (Please check) 71 New Construction ) Alteration Addition NEW COMMERCIAL 17 TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK COMMERCIAL ADDITION NEW SIGN COMMERCIAL REPAIR n GRADING(Cubic Yards: ) I NEW MULTI-FAMILY REROOF I I DEMOLITION Interior Exterior** Foundation Wail** Roof/Section** **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. FT OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO Scope of work proposed:. 1A_-e J u . /'01 . 1-. L, , 1'o/I 1414 74,1, Pit'-V Vie)tn1 17V Tri/lv Square Footage: Buildiri Construction Type: Valuation j Plan Review Fee Permit Fee Surcharge Total Fees SI Ci00. 00 0C,L; C 4. 4 c S Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 tim for action by the applicant for a period not exceeding 180 days on request by the applicant,showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application /\ er expiration,the applicant shall resubmit plans and pay a new plan review fee. n �-� � ' � s� 1 �� 2 . / 3 pp1,7-,?2‘d02 icant's Signature Date 1 Rev.July 2008 5--( 1 - 15 Questions on,this sheet,please contact Mike Six, Fire Marshal. (360) 473-5386, or email: Michael.Six(a ci.bremerton.wa.us Bremerton Fire Department Fire Marshal ' s Office Construction Assistance Bulletin Operations checklist Project Address: 1315 R wyS /7 Ui de/eA-77 el,70 Primary Contact: ,(3. II CiEmail:F7R4/7fi/lC2R-QC.m.-t•l••Co►�-� Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL drawings and specifications for this project. Please check all that apply: Aviation Battery Back Card swipe system Compressed Gases up Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot-work Large Oven(s) LPG Lumber/wood Motor vehicle Painting/powder coating Racks(12'or more in products repair height) Refrigeration Storage>6' Tire Storage Dust products will be System high produced Place a check next to any item that will be added/removed or otherwise modified DURING CONSTRUCTION ONLY... Electrical Plumbing Fire Alarm Fire Sprinkler Hood System _ Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Doors Building security ALL NEW CONSTRUCTION Items not mentioned: is Share Pagel oil R Share on Google+ N. .. ask or 7. �y r r To: _`ar,,s Cancel Validity of permit.The Issuance or granting of a permit shall not be construed to be a permit for,or an approval C any or any^nethe?nance oft e City ofvisions of the rnational Brremerton. �1'!�2 Endes or ar,y 'rer Permits pres'-.r'^9 tc gwe authority to violate or canoe l ;r e provinanc ora of the InternationalCodes and rZS) irna6 v nip (IBC 105&IRC 1�,qof Bremerton on shalt not be valid. CHANGES MUST BE APPROVED PRIOR TO PERFORMING WORK MUST COMPLY WITH �� OF BREaj ALL WASHINGTON BRE-4,.STATE CODES ^`na O C, IS IQ I aasy g hay,,,s1 1A4pitvi homigbl.con/H s batt hhl iaic>ggidfinedOrigin=https%3A%2F%2Finail.goo... 8//x//2013 Flagpoles, Flagpole Manufacturer, Flagpole Design, Engineering and Manufacturing Page 2 of 3 • 1 1 Box System Steel counterbalance box filled with lead to balance weight of pole above pivot pin. Pivot Bolt / - (Not to be /' i removed)pole r $4.' rotates or tris / bolt nutar steel l Steel countertTa.are e 1 lube Rectauprights box filled with welded weight to to base plate balance weight --- i► I of pole above .pivot pin. i Locking bolt i removable for r ; Mt position of ` /1,-/ / flagpole ��(( _ Steel _ // i base plate e---..___ 11 ,r Stet,cover plate-�// attached with S.S. bots D SHIPPING IAMETER WEIGHTS FLAGPOLE BUTT POLE BASE PLATE O.C.BOLT ANCHOR BOLT TILTING "A" TOP SIZE HOLES SIZE POLE ' HEIGHTDIA DIA C X CX T D "E" ii UNIT t L 25' It 5" 13.25" 20"x20"x1/2" 16" 3/4"x24" 80 450 - 30' 6" 3.5" 20"x20"x1/2" 16" 1"x36" 1117 520 35' 7" 3.5" 24"x24"x1/2" 20" 1"x36" 153 610 A. 40'-1 8" 3.5" 24°x24"x1/2" 20" 1"x36" 210 I 635 1 50' 10" 4" 30"x30"x3/4" 24° 1.25"x48" 318 1200 1 HINGE-O-MATIC TILTDOWN UNIT HEIGHT BUTT DIA. TOP DIA WALL 20' 4" 2-7/8" .125 I _ 20' 5" 3" .156 20' —1 5" 3" I .188 25' 4" 2-7/8" .156 25' 5" 3" .156 25' 5" 3" .188 30' 5" 3" .156 30' 5" —1 3.5" .188 30' 6" _1 3.5" [ .156 30' 6" 3.5" .188 THE MOST ECONOMICAL TILTDOWN SYSTEM AVAILABLE • http://wwvv.poletech.com/TiltingPoles.aspx 8021/2013 t'age I ot I • — Pole .--., - -::::- 7t •AIE---- Pivot Bolt(Not to be , Rernoveo) , 1 COUnterweight rnatenal AN( inside shaft to balance weight of pole above pivot bolt I Steel channel uprights welded to base plate ,i Steel Steel Stop ---.........ttinj4/,/ Dase I Plates Oate Bolted to l--- uprights li . * 1- I' ,, 41 ' Ob, G 1111 " C. 0 .0 • I 0 41 Anclbr . 4. , ° E Steel Bolts ‘141114111 - A P .7 .'1111' v centering angle Weided to stop plate & took plate to center pate © ... i A 1 _ : "WIC AW' , 1 D C i 1 a 1...... ____L.44-- .._1 2k. i i http://www.poletech.comilmages/PTImages/tiltp_sk.gif 8/21/2013 A.13-.ib 1" x Sb" Ancrior bolt Yage 1 01: 1 Home»Flagpole Parts s Flagpole Mounting Hardware s Galvanized Steel Anchor Bolts»AB-38 1"x 36"Anchor Bolt AB-36 1" x 36" Anchor Bolt Enter quantity and click"Add to Cart"_ Specifications: 1 Item#: 380039 Quantity List Price Our Price Model: AB-36 1-5 $23.25 A: 36" Save 22% B: 1" 6+ • $21.70 C: 4„ Save 28% D: 6" Weight: 8.05 lbs. Price breaks based on quantity.You may request a quote on larger quantities. Get Quote See More Sizes s For Shoe Base Installations Complete with 3 Hex Nuts, 1 Washer&1 Lock Washer Anchor bolts are made of A36 steel.A36 steel is a standard steel alloy which is a common structural steel used in the United States. 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I1 I �� �'1111,1,1111;111 iliilIi�rll!�illlt� I lil ` . _ • ll 'iM •• • fill' 1 M a !h I 11 Ii H;Ili ! • III • . , . , imi 1 • . .. - 2 •a• Q . •� W -z �_- CITY OF BREMERTON THE CITY OF PRIDE AND OPPORTUNITY Department of Community Development Jeannie Vaughn Building Development Specialist Ill Tel 360-473-5212 jeannie.vaughn@ci.bremerton.wa.us Fax 360-473-5278 345 6th Street,Suite 6'^ Bremerton,WA 98337 New Life Assembly of Bremerton 1305 Ironsides Ave. Bremerton, WA 98310 Subject: BB06 00915, 1305 Ironsides Ave. Dear New Life Assembly of Bremerton, A building inspection was requested for the new Glulam beam and steel columns in the west wing. Unfortunately, the building permit has been expired with no activity for almost two years. The building permit cannot be extended or reactivated because of the inactivity and because it was reviewed, approved and issued under the auspices of the 2003 International Building Code. We are now at the end of the 2006 code cycle, with the 2009 code cycle beginning on July 1. Building permits are typically effective for a period of time not to exceed 180 days or a reasonable amount of time to complete the project with a period of inactivity not to exceed 180 days. A new building permit application is required for the remodel of the west wing. Your engineer should be contacted to provide updated plans and calculations for the remodel. We noted during today's site visit that the connections to the columns differ from the approved set of plans, and that the new Glulam beam has a connection that is supported by the column, and your engineer will be required to review the deviations. The updated plans and calculations will have to show compliance with the 2006 codes if submitted on or before June 30, 2010, and the 2009 codes if submitted after June 30. Please provide a completed permit application, site plan, engineered plan and calculations (2 sets with the engineered stamp and signature), 4 sets of floor plans showing the use of all rooms, and a complete scope of work. If you have any questions or comments, please feel free to contact me by email at jeannie.vaughn@ci.bremerton.wa.us or by telephone at (360) 473-5212. Sincerely, Jeannie Vaughn Building Development Specialist III R:\Community Development\Community Development\Building\Plan Review Letters\BB06 00915 1305 Ironsides Ave.rtf t4 L, e /6emWy o _,,_ BUILDING PERMIT Site Address ,{ INSPECTION 3OLonS4es ' 0� Project Description ii fCARD Si--.) PROTECT THIS CARD FROM THE WEATHER �r r o r rl C r C I T jr O F Ji'eodeISittmEtirtott Building Plumbing Mechanical 0 Alarm/Sprinkler 0 DUR G INSPECTIONS THE BUILDING PERMIT &APPROVED PLANS SHALL BE ON SITE Permit # B B 0 ;.'„ 1Jell ioC@U ©[k _ETI For Inspections Ca 360 4737i I Approved Date Notes St Erosion Control In Place 1 FO UNDA TION DO NOT POUR CONCRETE Foundation Footing(Check Setbacks) PRIOR TO APPROVAL Foundation Walls Plumbing Ground Work In Slab Mechanical Footing Insulation nd PLUMBING Rough In � 6_,3 36 2 MECHANICAL Duct/Vent GAS PIPE Support/Test/Meter set Ard Under Floor Framing 3 FRAMING If 1 Si 2':d are approved • Shear& Hold Down Connections L&I Electrical Approved Ventilation Requirements Framing aa 4.--13•--% 4th Under floor Walls Ceiling 5thSMEETROCK _ th BUILDING 473-5870 6 FINAL All of the above must be FINAL ELECTRICAL Dept.of Labor&Industry 415-4000 approved 7 prior to final WATER MAINTENANCE 473-5927 L U 27 l Grease Trap,Back Flow, Water Meters L (0 Sewer • - FIRE 473-5384/5385 LL FINAL INSPECTIONS COMPLETED Occupancy Approval(Single 473-5870 Family Residence Only) DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER 0e1"-- itt cG 5� C h b-vt axe t i0J4 to7 o�bes Wit - Z7 7 1 Eric D. Roberts N e w L e Senior Pastor Assembly of Bremerton "In the Heart of the City with the City at Heart" Celebration Services DATE: February 12th, 2008 Sunday's TO: Jeanie Vaughn of City of Bremerton Planning Department 10:30 AM&6:PM FROM: Eric Roberts LifecrouPs: RE: Permit # BB06-00915 / Exp: January 28th, 2008 'rues-furs 7:00 PM It has come to our attention that our Permit for the Remodel of the West Wing Youth g Children: of our Manette property is in Expiration as of January 28th, 2008. We have not be- Cednesday's gun construction on this phase of our building as of yet, due to financial overages on 7:00��r other projects required for occupancy of the East Wing. We are requesting an extension of our permit # BB06-00915 as we reassess Children Ministries the cost overages to finish this project. Thank you for your time and please feel free MaryAnn to contact me if you have any questions regarding our project here at New Life. Liebmann Julie Roberts Respect vely Submitted, Youth Ministry Edward Pitts Eric Roberts Pastor/Project Coordinator Board of Trustee's a) I (° Bill Carr Tony Kurek Pele Leiataua Edward Pitts_ JoEllen Stengele ()I( Elder's Board Ken Buller Herb Fugman Art Napier Ron Whitney 1305 Ironsides Ave (Old Manette School)Bremerton WA 98310 Office: 360-377-7292/Fax:360-373-7012/email:info@newlifebrem.org Visit our website at:www.newlifebrem.org Cfl 0CO C r T 1r rid m rn O 0 coL11 rn r_ rri! o 0 ©Co C5-1 C� �c �t1 rfla ik ." W ° r a�wE � �1�1. � SCF „ Al •.".—w^.'—s:• , Q • • :• t \° ,,,,,,, '''''''..... j 11 e '.: \''. t -',..... \. , . ''''',•,.„,,,,,I ''''''..,,,., zz - ' \ .._ / in" .. . MI. '•• f ..01 i 1 ;j, s` ti, r 4 i . . ( \ C 4 p; H_.H‘ i, 1 1. I VA I 'ti; i-V1 1 \ . . . - „ 14 1 x V i w °7 �r 1 13'B°T Y i 9 . . t3 '7,, _ p -^r t; N.:. % l '< ' Ilk-C& • 40-e' �fiae,,� , _' ,fir c !. r ,...._,,_4. , " ) 116, , (..... 1 1 0 i , ?_.:, - A a_g fr I.Iv? A ic ea., 1 i .i--6 Revised 1 WeWr Senior Pastor fieEric Et Mats A itrA. © 1 :ILi V.1 D Of Bremerton IUN 12 2007 -) BREMERTON-Dior' . OF è2007 (ASSMBLIESOFGDDI COMMUNITY DEVELOPMENT Al b �/ JoAnn Vindinhar, Assistant Director ,/ � 1 345 6th Street, Suite 600 -;.\\6/ Bremerton, WA 98337-1873 6 ,Children Ministries 6mann Mar,iik aLnnore WO;Larmore Dear JoAnn, dune 1Werts youthiilinistry I would like to thank you for your continued patience with me and support in get- °'/Tin` ting us through this process. This week, we are picking up our building permit and un- derstand that we cannot receive a full occupancy on the property until all of the work is Counseling Pastor ' complete. We are asking for a temporary occupancy on the portion of the building that Brian Stength,X4 is not going under construction. Board of77-tutee's We are willing to block off the section that is specified for construction and still be Oar Carr (DanEsco6er able to function with the offices and west wing of the property for our services. Our fAlikeLarmore sprinklers are scheduled to be completed and tested this week with the buildingpermit Norm Liebmann p p lorE[enStengeIe in hand. The specified Landscaping will be completed by July 15th as stated and agreed in the examiner hearing. Elder's Board The building inspector has stated that we need to bring our main level bathrooms nn Buffer Jfer6rEugman to ADA Code. We are working on accomplishing this and would be willing to put exter- charresLooney nal "honey buckets" on the property until this is completed, if this would hold up a tem- Art Napier &In`Whitney porary occupancy permit. A temporary occupancy would enable us to close down our current property bills and consolidate our monthly expenses as we endeavor this remodel process. Your support in this is really important to us. Thank you for your consideration and continued support. Respectively Submitted! , . ____ ,.._r Eric Roberts Senior Pastor 1007 5th Street(PO Box427)Bremerton WA 98337 Office:360-377-7292/t'ax 360-373-7012/email info@newffe6rem.org 'Visit our website at:www.newfife6rem.org Page 1 of 1 Jeannie Vaughn From: Jeannie Vaughn Sent: Tuesday, February 12, 2008 9:08 AM To: Michael Six Cc: JoAnn Vidinhar Subject: New Life Assembly of God I talked to the church and they say the fire alarms and sprinkler system were all approved and final, except for possible modifications for the section still to be completed. Would you please sign off the permits if that's the case. BB07 00545 & BB06 00932. They will request an extension on the building permit, BB06 00915. Jeannie Vaughn �i P Building Development Specialist Ill 5) ' I( Department of Community Development 3) City of Bremerton 345 6th St., Suite 600 Bremerton, WA 98337 (360) 473-5212, desk (360) 473-5278, fax 2/12/2008 ' • ' : '; ,. . " ..................._, . ..,,. .. ,,..., .. . . .,.. . ,.. .. ,.. .. ...., .. . .. ... .. X App1#1131306 00915 Date Issu•1 I• =..4+i Applicant NEW LIFE ASSEMBLY OF BRE}. Type 1BLDG-C Expira,o 0 ate 01128!2008 Parcel#13975-000-027-0004 Parent# ~" Re-issue late Site Address i1305 IRONSIDES AVE I.. e ubmitted 112/14!2006 Date Closed1 Project Name!NEW LIFE ASSEMBLY OF GOD ethnically Complete Last Actionj10i18/2007 Zoningl,CITY Date Approved 06111/2007 Status Date 06!1812007 Status!ISSUED —). Override Expire?r Government?7 New Permit Query Print Form Letters Copy Site Address r✓Notes? Details Parcels Structures Contacts' Contractors Valuation Fixtures Fees Approval Conditions Inspections�y f {_ Ord Inspection T}pe Status Date Inspector Name Len Reason x ��� i 10 LANDSCAPING (AP 07/11/2007 iWard,Nicole ( 0 j I _ -..f r F 20PLUMBING-ROUGH ,�-.__._. � 0� � 30.PLUMBING GROUND AP 07/10/2007 Hogenson, Curtis 0 r r! ' 60!FRAMING PA Hogenson,Curtis 0 REQUESTED r:r 1 1 61[[FRAMING PA 107/25/2007 Robinson,Otis �0 REQUESTED r r T i^ 62 FRAMING ..__ �.._ ._. 0 REQUESTED_. 1STED I—1-F 11 at INSULATION TI 0(REQUESTED r r 1—F } l Inspection Details tx.t ,c Li C..l-I—L‘-i 1----V-L S Lis 1A—S' el` .7-‘)V )7 60 S y s FA- co4--ci 6-0 O6 9� S 1 49 fro ,f� S 41 Ail54,-,„,570 7/6,0 S DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION CITY OF 345 — 6th Street, Suite 600 BREMERTON Bremerton, Washington (360) 473-5275 INSPECTION REPORT PERMIT #: ADDRESS: /fix' /V ()Cc c p/(1,/cy To I owe'/2 (v" c/) ,.e4-.4 - LA)i// WA f ?/t. To AN.e) 41". Z:n7E9 tic y L/e :-in/gr gt 6? .d5 44:5 t&<s - Ado/e Tel 14217, 9.40Ve /n ,57- 4 7-ve,1 0.-1 /1 f> S-"ArAi togs f .t/r/eKE L!F I 's 77ele 1 IOS /lee e•) / -e" B.*I111aorr,.,, (E , ) b.oA. s 4A!( Az /r, .cn ONGY n/ /A/~ss L-17 . s7%G G1� Date: 7-//-0 Phone: 1/13,5-77t, INSPECTOR , F.ILE B6 0 (1 0 0 /5 • ( 30SjroflStdeS ropuo (p4.(A-H,) u•kJ ) Akti, t9,1W J U L 0 6 2007 -' BREMERTON-DEPT. OF <144Z)-50-d ,(' k-F)R9 i COMMUNITY DEVELOPMENT )19-7L-E Ch'. 1 up,ce L,c_- ,1"On f- 4-,e) r O r L / herts (1)1 1 ' 651 g (0 37 8,07 (Y600 . U (. 1° M 06o o 15 Fprz_ vo()- }zi (. 1° L Certificate 0 CITY OF BREMERTON Occupancy Department of Community (eve(opment This certificate issued pursuant to the requirements of Section 110 of the International Building Code, as adopted 6y the Bremerton Municipal Code, certifies that at the time of issuance this structure complied with the requirements of the code for the occupancy and division of occupancy and the use for which the occupancy is classed Issuance of a Certificate of Occupancy shall not de construed as an approval of a violation of the provisions of any building code or of other ordinances of the City of Bremerton. ISSUED TO: New Life Assembly of Bremerton SITE ADDRESS: 1305 Ironsides Avenue OWNER: New Life Assembly ,(gy P.O. Box 427 Bremerton, WA 98337 Type of Occupancy Occupant Code Sprinklers Construction Classification Load Common Use Edition Req'd? VB Assembly, 264 Church 2003 Yes Office, Classroom, Daycare Permit Number: BB06 00915 Date: June 28, 2007 Andrea Spencer, Director Special Conditions: Limited to East Wing only. THIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE �a:j;l� e/ /.e/' '� „. ��`'' v - dv --7.'y '� �l/ '`f-^• r.; -",',14.4.177-, ��``�.,r,111rir.. / .I' Rt '7-740'434; �,Ifl•/, • �.%•� �i�. Irr/ .• /� ,,p� O h _ �i/� 1—, 0.17.!1°'* y 4 / h• •• r 1. 1/r b .$6!•.,/t ./•Kr'_.-^•? /r !I/P.' 'A`'' ''•` 11 • /I i1 • r,f -` �..!5'•';•'. .•• 0••r,. .i$ !/ir .g'�!0lr,••• �4r!�{.i•!;• `� 9wiAp ,../' r•Ilhr r ." •► r•n/�,%'. •rfr f9 ... •:�;•;�•rw •�' ' -rI. �...• •:S d,l t �~..0••,.•. ry ��. �••• 4t 1 1/11 •,r�. J t rr �/. •• ''•r ice' �•'f/, ��Y : i• i•�• `{r ti. v w;., �Ia• •Q ;rt•, . ••1•v 1. �. N • t_ ` ✓, ''• �.c '; 1 Y' 44`� %. •1 •,� s -gsRt O Ali y < ' Temporary Cert ate . i H • � RS` i .--e,. .,':!?;.: of .t . 7 „, : , z6coOccupancy : . } CITY OF BREMERTON :;:it-:)... I. 1.-.:,;-177 ---1:: ::::::ii:::::-..4.;::.:4:.: M Department of Community �De`i>e&pment ' This certificate issued pursuant to the requirements of Section 110 of the International a •,, Building Code, as adopted by the Bremerton Municipal-Code, certifies that at the time .•. •a of issuance this structure complied with City regulations for construction or use. �: 1 ' Issuance of a Certificate of Occupancy shall not 6e construed as an approval of a -= violation of the provisions of any building code or of other ordinances of the City of .w �:,.. 2D _ Bremerton, .{ = --7:z.:-.'_ -%(.,, _ ISSUED TO: NEW LIFE ASSEMBLY CHURCH - "'' ' _'. '4 e -sem SITE ADDRESS: 1305 IRONSIDES Ss� Type of Occupancy = c y ii � t- p y Occupant r '„ 1 Construction Classification Load ,' r: VB Common Use s A3 200 CHURCH t Permit Number: / ,. _ .-4.-7:,...,;• "" Date: 12/22/2006 • 77::::.1 r _1 "' • ` Andrea Spencer, Director _ . I °' '-''Cr� Firwhexceeds ten and mustSpecial beConditions:mated withe theatch Fiisre _, ;p= _ coord Departrequiredmewnt.en A occupancy clear path to exits and .:_....., . - restrooms must be maintained. This Certificate of Occupancy expires on „I.,..) a ,, December 31, 2006 at midnight. Iiir ' ....::. . •; ' - '-':•"?‘ ;-,-. THIS CERTIFICATE 4I ST BE POSTED AND PERMANENTLY MAI\TAINED I\A CONSPICUOUS PLACE .•r:'.,' 3:: o • y,w < .,, i.' • •p•a, ..A'a s u uat a Ht4' fWr. + k ;4'4r4%, •iA•i+ i a'ii•u i .',:•a':. 7 :u -' .o , '✓ k 1• r`ru�l'�r A'•�.• itll lii'•�:•:,�••�;• • :1•4,,4.,::d ,,,r . .r ,•A.��:! �/.t"-1,4. ? �•-.. .•17'• .:� r4 yr..'••, ,..•• !. r • •..n,,,..,`o =1.•i~r• G�” o r ' 'M r ./// 4• :14;„�',', %,JI iorrtl•I/lr, rofr/:.d00. w-'"!,,_� ••, ...........i;1; ..../..•'• �e • Y 1;4;004.:. •'�� ~•r.:i .t$41.''•riil Ails s Quos r<a�: - /o-o7 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION CITY OF 345 — 6th Street, Suite 600 BREMERTON Bremerton, Washington (360) 473-5275 INSPECTION REPORT PERMIT #: ADDRESS: /Yes sro,..rrG,J " Al aCCvPrit,✓cy •Ta LvcvE2 V "77,1) ,Q2e4:4 Gv r/� �✓A i i 7/G ;0 AN") 7"-Vde,01/ • /l7s 1.,7✓tY L/�.4,77 ✓r .2,E 61 AtS Qis e sSF� Po d,e re 7-Xi"7, y,Q,vvc e • 114rd,.57- .5f0.47N1u,rr,cs• f Sio7aACic /kt-0 r� lx-Ir0Evn0 b0-ee— aCl owe_y ,.rr 7 /il/dA ss 73 ,? 3 (e Date: 7--//--0 Phone: 3 INSPECTOR 1 CITY OF BREMERTON PERMIT NUMBER: BB06 00915 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/18/2007 -6th Street, Bremerton,WA 98,337 (36 (360)473-5275 Fax: (360)473-5278 e/(-) I - S♦i (o-,,v1),_4 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDS AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: JC CUSTOM COUNTER TOPS PHONE: (360)479-6278 ADDRESS: 1042 WALNUT ST,BREMERTON,WA 98310 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 EXPIRATION: 01/07/2008 STATUS: ISSUED VALUATION: $20,000.00 Commercial Building Permit w/Mechanical/Plumbing Building Permit $321.25 2211 NEW LIFE ASSEMBLY OF GOD CHURCH -STRUCTURAL ALTERATION TO Plan Review Fee $208.81 4580 INTERIOR OF THE BUILDING State Surcharge $4.50 0236 Building Code Edition: IBC:2003 TOTAL FEES: $534.56 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD:Building Inspections (360)473-5870 H/D: Bremerton, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360)415-4000 PW: Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967, All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. (OTHER) Restrooms must be ADA compliant as redlined on drawing. 1. (OTHER) Development must comply with the hearings examiner decision dated June 11,2007. 2. (OTHER) Landscaping must be completed by July 15, 2007 per hearings examiner decision. 2. (OTHER) Certificate of occupancy required prior to occupancy of building. The Certificate may be issued in 2 phases(Phase I East Wing and Phase II West Wing).The East Wing shall obtain occupancy only after Final Building and Fire approval is obtained including installation and inspection of Fire Sprinkler systems for the entire building,ADA bathrooms as redlined in the plans,and blocking off of the west wing from the east wing. 10. (FIRE-09) FIRE: Provide fire alarm system to NFPA 72 and sprinklers to NFPA 13 standards. 11. (Project-Specific) Development must comply with BMC 20.60 14. (CROSS-02) Cross Connection: All irrigation systems shall,whenever possible, have separate service lines and separate meters. All irrigation systems shall have an approved double check valve assembly,or assemblies,for each connection to potable water. Approved Page 1 of 3 CITY OF BREMERTON PERMIT NUMBER: BB06 00915 B DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/18/2007 `,xE BREMER t'?ON 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: JC CUSTOM COUNTER TOPS PHONE: (360)479-6278 ADDRESS: 1042 WALNUT ST,BREMERTON,WA 98310 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 EXPIRATION: 01/07/2008 STATUS: ISSUED assemblies are assemblies on the current Washington State Department of Health approved assembly list. 15. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency)and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified(AHERA)building inspector(except renovation or owner- occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. 16. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 17. (DCD-14) DCD: Approved Plans, Engineering,Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. 18. (DCD-22) Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 19. (CROSS-03) Cross Connection: Install an approved reduced pressure backflow assembly on the domestic water supply where the supply enters the facility. All approved assemblies must be tested by a certified Washington State backflow assembly tester at the time of installation,whenever serviced or moved,and annually thereafter. For more information or to schedule an inspection, please call Bremerton Cross Connection Control,473-5927. No meters will be set without prior installation, inspection, and approval by Bremerton Cross Connection Control. l Page 2 of 3 113 CITY OF BREMERTON PERMIT NUMBER: BB06 00915 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/18/2007 E 345-6th Street, Bremerton,WA 98337 BRI;AAER? (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER' PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: JC CUSTOM COUNTER TOPS PHONE: (360)479-6278 ADDRESS: 1042 WALNUT ST,BREMERTON,WA 98310 LENDER NAME: PHONE: ()- ADDRESS: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 EXPIRATION: 01/07/2008 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. LANDSCAPING Plumbing Rough-In Plumbing Groundwork Framing Insulation Sheetrock Nailing Final Inspection-Fire Final Inspection-Cross Connection Final Inspection-Zoning Final Inspection-Building Page 3 of 3 / i6O OUB / I 1305 Ironsdes AveN e �u L P e Bremerton,WA 98310 360-3774292 360-373-7012 JUL 1 2 2007Fax BREMERTON-DLP T. OF COMMUNITY DEVELOPMENT Tp: Valarie Wolf Pm"' Eric Roberts Fax 360-473-5278 Pages: 2 ito Phone: Date: Re: Building Permit BB0600915 cc: 0 Urgent ❑ For Review 0 Please Comment 0 Phase Reply ❑ Please Recycle Mike Six stopped by and gave us the revised plans for the permit. I wanted to update our General Contractors License Information to JC Custom Counter Tops. We are sub- contracting work through them. Cali me at 360.5614637 cell if you have any questions. Thank Youl Eric Roberts Eric D.Roberts &odor p..(.. Q«I,r111►111 O{ B4Ortl(ir tori ' III 11I. N u 1 Id I111 (' t l wills hi , ('i11: .1I 111,111" City of Bremerton Planning Department To Whom it may concern, This is to inform you that :ral Contractor has been changed from A & Con- struction to JC Custom CA - ew Life Assembly of Bremerton Building Located at 1305 Ironsides 1A 98310. Permit# BB0600915 Title Permit# BB0600885 Title n U I - .IUL 12 2007 1---' JC Custom Counter Tops. Contact: Ida Mae Cooper BREMERTON DEFT OF 1042 Waln - • MUNITY OFVFI C)Pk1F-N' Bre 360 Bre L&I I UBI To be Ive July 3rd, 2I if you have any further questions. Thank you. Sincere) I Eric Roberts Senior Pastor 1305 Ironsides Ave (Old Manette School)Bremerton WA 98310 Office:360-377-72921 Fax: 360-373-7012/email: info@newlifebrem.org Visit our website at: www.newlifebrem.org . �-- i Contractors X Contractor ' &R CONSTRUCTIOI' Street 7374 ALTA VISTA DRIVE SW Tx=o. GC Contact City PORT ORCHARD Contact Phone Fax 1 State 1WA Zip Code 98366 Ext. Office Phone (360)895-1268 Pager Carrier, Cell Phone Active?,'/ Notes?Fa r Name Poc Phone Notes? Points of —u Contact € 7 Licenses Applications s, rh•, p 1 icettsgi Suspended? . e,pir-•4i s'a 1) tit Active? Notes? GEI<fEPAI , FCCON* 066Q 11i112G07 r I� I .. g ';, (— rw. .. .... .- ._ _ `.. ..—.:..e...e...-- _. _. I. l r ° .. . . . ..... .. = abor and Industries Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Topic Index Contact Info 4'°albio too Dgaltalcutof ? Search Labor and Indusa .; Home Safety Claims Et Insurance Workplace Rights Trades Et Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Versian General/Specialty Contractor A business registered as a construction contractor with LItI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License JCCUSCC938MC Licensee Name JC CUSTOM COUNTER TOPS Licensee Type CONSTRUCTION CONTRACTOR UBI 601422177 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 1042 WALNUT ST Address 2 City BREMERTON County KITSAP State WA Zip 98310 Phone 3604796278 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/3/2007 Expiration Date 7/3/2009 Suspend Date Separation Date Parent Company Previous License JCCUSCT084P8 Next License Associated License https://fortress.wa.gov/lni/bbip/Detail.aspx?License=JCCUSCC938MC 7/12/2007 • • .Notes , , , ,, > , , .. ,,,,,....,� .c,, ,,...x, d �� ., land -"\ioZ il � 0 ;? T' � tent d , 32TlCH CHANGED CONTRACTORS FI FAL od ` 07/121207 VWOLF5 07/12/200707100 fk 3975 70004 � #3B06 009� CHUR FROM A&R CONSTRUCTION TO I C CUSTOM COUNTER TOPS.VW TaxAcat# „ Lurk Filt Sh,ry,1 tlo '31Wit,cct#1— std y Fri _,_._... ... 'des howEi u azActt ,.� , T u c _. �r 'In e Display Notes For Parcel# *+*****+*xx* +++ I Enter Quote l ''Current Block k `Parcel Application *****w�* Application#) ( Execute Query I Current Block Permit Contractors Return F I CITY OF BREMERTON PERMIT NUMBER: BB06 00915 DEPARTMENT OF COMMUNITY DEVELOPMENT L 4 DATE ISSUED: 06/18/2007 tea* 345-6th Street, Bremerton,WA 98337 SOEMER 014 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10' SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER" PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: A&R CONSTRUCTION PHONE: (360)895-1268 ADDR S: 7374 ALTA VISTA DRIVE SW,PORT ORCHARD,WA 9836 LENDER NAME: PHONE: I)- /ADDRE S: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 r ATION: 12/15/2007 STATUS: ISSUED VALUATION: $20,000.00 Commercial Building Permit w/Mechanical/Plumbing Building Permit $321.25 2211 NEW LIFE ASSEMBLY OF GOD CHURCH -STRUCTURAL ALTERATION TO Plan Review Fee $208.81 4580 INTERIOR OF THE BUILDING State Surcharge $4.50 0236 Building Code Edition: IBC:2003 TOTAL FEES: $534.56 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD: Building Inspections (360)473-5870 H/D:Bremerton, Kitsap County Health District (360) 337-5285 L&I:Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating constru tion or the performance of the construction. If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under S•ction 3,Chapter 126,Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pa-s final"nspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide b th' onditi• - of his permit including all conditions of zoning,building codes,and State and Federal laws. SIGENT:NATURE OF OWNER OR - l!4! roff m. AG PRINTED NAME: DATE• 6 - I - i CONDITIONS City of Bremerton's appy• al of this application pertains only to the City's regul tory jurisdiction,and thus compliance with City regulations does not nece sarily ensure compliance with federal or state laws. 410 1. (OTHER) Restrooms must be ADA compliant as redlined on drawing. 1. (OTHER) Development must comply with the hearings examiner decision dated June 11, 2007. 2. (OTHER) Landscaping must be completed by July 15,2007 per hearings examiner decision. 2. (OTHER) Certificate of occupancy required prior to occupancy of building. The Certificate may be CV. issued in 2 phases(Phase I East Wing and Phase II West Wing).The East Wing shall obtain occupancy only after Final Building and Fire approval is obtained including installation and inspection of Fire Sprinkler systems for the entire building,ADA bathrooms as redlined in the plans,and blocking off of the west wing from the east wing. 1 10. (FIRE-09) FIRE: Provide fire alarm system to NFPA 72 and sprinklers to NFPA 13 standards. 11. (Project-Specific) Development must comply with BMC 20.60 , 14. (CROSS-02) Cross Connection: All irrigation systems shall,whenever possible, have separate service lines and separate meters. All irrigation systems shall have an approved double check valve assembly,or assemblies,for each connection to potable water. Approved Page 1 of 3 13 CITY OF BREMERTON PERMIT NUMBER: BB06 00915 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/18/2007 "W bk $REMVTflt3N 345-6th Street, Bremerton,WA 98337 ' (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 13051RONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: A&R CONSTRUCTION PHONE: (360)895-1268 ADDRESS: 7374 ALTA VISTA DRIVE SW,PORT ORCHARD,WA 9836 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 EXPIRATION: 12/15/2007 STATUS: ISSUED assemblies are assemblies on the current Washington State Department of Health approved assembly list. WD 15. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency)and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified(AHERA)building inspector(except renovation or owner- occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. i 16. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 17. (DCD-14) DCD: Approved Plans, Engineering,Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. 18. (DCD-22) Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 19. (CROSS-03) Cross Connection: Install an approved reduced pressure backflow assembly on the domestic water supply where the supply enters the facility. All approved assemblies must be tested by a certified Washington State backflow assembly tester at the time of installation,whenever serviced or moved,and annually thereafter. For more information or to schedule an inspection, please call Bremerton Cross Connection Control,473-5927. No meters will be set without prior installation, inspection, and approval by Bremerton Cross Connection Control. Page 2 of 3 i ''�� CITY OF BREMERTON PERMIT NUMBER: BB06 00915 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/18/2007 6416�fta`f3Nr 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: NEW LIFE ASSEMBLY OF BREMER PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 OWNER NAME: NEW LIFE ASSEMBLY OF BREMER' PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: A&R CONSTRUCTION PHONE: (360)895-1268 ADDRESS: 7374 ALTA VISTA DRIVE SW,PORT ORCHARD,WA 9836 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 12/14/2006 APPROVED: 06/11/2007 EXPIRATION: 12/15/2007 STATUS: ISSUED INN MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact 1 phone number,and inspection type. LANDSCAPING Framing Insulation Sheetrock Nailing Dfivveway-- Wer1ateFBl-- Final Inspection-Fire Final Inspection-Cross Connection pzu) , Final Inspection-Zoning Final Inspection-Building Page 3 of 3 .B :: CITY OF BREM ERTON DEPARTM ENT OF COM M UNITY DEV EL OPM ENT Receipt Number: 'is i:i; t ' •• 345-6th Street,Suite 600,Bremerton,WA 98337-1873 (360)473-5275 Fax:(360)473-5278 --- ,7,0,c!11 $l2 a7 OLF Pa a riPa a Naim a:NEW LINE A — p Y Y e ''' INV:''''',e'60,1' \' -'2'iF'SIF k iN 7 l J 1,•E ER ih \:E >,\\�•' ................. C -/ \�..a; 3La ` �1 'fil E Qi7$inal•Fee AmOUnt l=ee . . ;r � �QE� �� \\AtYtount . Paid • Balance BB06 00915 3975-000-027-0004 Building Permit 1/2211 $321.25 $321.25 $0.00 BB06 00915 3975-000-027-0004 State Surcharge 1/0236 $4.50 $4.50 $0.00 Total: $325.75 CHECK 5094 $325.75 Total $325.75 f... `: Rete 1pii ._...� ' ....._........ Ani{3un\�� @. Cel t P\ .: BDD0007092 12/14/2006 Plan Review Fee $208.81 BB06 00915 3975-000-027-0004 6 -(( - oq eiboi , &)..01 4/ - -• -Te /. / 5D 9T A-741° i)j, it cLtslityim. , ac„, t ,w,-- fr-o cit,-- c•PN-r-ls , genpmtrreceipts Page 1 of 1 A r 1 I \v7 1 FiLc. , i5-)64 00 , ,c , DEC 1 4 MUU6 1 C� PERMIT CENTER BREMEPTO .DE. i, �.qr it OMMUNiTY DEV LQPME NTCITY OF b ISr BREMERTON II Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360)473-5275 * Fax (360)473-5278 Applicant: rEwner Contractor Authorized Agent Site Address: /..90 S R Ts-oo►�/4j .,> a./A- A.,ft% ccosk,,,L#mJJ CONTRACTORk `_ n i '� A/tici 41a.' iodfi �uvcLr ,,��� d �� �,—%a;fJWNER: Y Address: -13 3-l S t' Ali-Av,‘41,4 •-xlsaw-e-5 Address: /3o o. .„.,,,,,..4„ City, State, Zip: ';<-I- O(Ll- WA)- `l S'M _ - City, State, Zip: ✓ay Lrir(c�i/ / 24 '=W'/c " License#& Exp. Date: °t t°.51C-- #: ( ) .tri s--0. Contact Name: ,_____,4444_,____6,_“..r.4.1.0_,,Att`^ At"�^l`�Authorized Agent Name: Contact Phone #: .?i r sy" Address: Tax ID/Parcel #: �- 7 poo— 0:7 GYx,¢ City, State, Zip: t:,..1' Nct_. i' i4 ci0_,C,S i-j 1IJQ4- Phone #: opal 0 -7 What is the application for?(Please c ec one) -Jr /2� 7 0 , O O NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR • NEW DUPLEX NEW MULTI-FAMILY NEW MANUFACTURED HOME TENANT IMPROVEMENT RESIDENTIAL REMODEL NEW GARAGE/CAR PORT RESIDENTIAL ADDITION NEW ACCESSORY BUILDING RESIDENTIAL REPAIR NEW SIGN NEW COMMERCIAL STRUCTURE DEMOLITION OMMERCIAL REMODEL GRADING(Cubic Yards: ) COMMERCIAL ADDITION OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO Scope of work proposed: 71‘4:4. w.'A.. ,, e4 ,4'1wi 4.4.4. `�`7",11„ ;4e... ii/y. ok, 7/4c4.• ,- . . a.Q.., a. C.41044, 14407.E- -4.astr t, l " 4sc d it.oni4 ' G4cx qcoo : twllig: lefsgtj It a ` ge:eh/ dc°1t - ' ecs: 1 Valuation Plan Review Fee I Permit Fee Surcharge Total Fees 26,180a Zo8_g/ 3d 11 2 Y 1 9%-S t) 559 ,,5-' 2 App,:ication for which no permit is issued within 180 days following the date of application shall expire by limitation,and pla ns 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 the circumstances beyond t he control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, - ._•.'cant shall resubmit plans and pay a new plan review fee. \„-__ /z 142Cdt11Q,,i. 2.6 Applicant's Signature Date id _ I r 0 • BEFORE THE HEARING EXAMINER FOR THE CITY OF BREMERTON In the Matter of the Application of ) NO. BP07-00006 ) New Life Assembly of Bremerton ) FINDINGS, CONCLUSIONS, ) AND DECISION For a Conditional Use Permit ) SUMMARY The request for a conditional use permit to reuse the Manette Elementary School by converting it into a church with daycare and office facilities at 1305 Ironsides Avenue, Bremerton, Washington, is APPROVED subject to conditions. SUMMARY OF RECORD Request: New Life Assembly of Bremerton requests a conditional use permit for adaptive reuse to convert Manette Elementary School into a church with daycare and office facilities at 1305 Ironsides Avenue, in Bremerton, Washington. Hearing Date: The City of Bremerton Hearing Examiner held an open record hearing on the request on May 31, 2007. Testimony: The following individuals presented testimony under oath at the open record hearing: Nicole Ward, City Planner Eric Roberts, Senior Pastor, Applicant Representative Jennifer Balliet, Manette Neighborhood Coalition, Spokesperson Gordy Byrd Exhibits: The following exhibits were admitted into the record: 1. Conditional Use Permit Application, received January 18, 2007 2. City Zoning Map 3. Satellite Parking Agreement, dated January 26, 2007 4. Determination of Incompleteness, dated January 31, 2007 5. Addendum to Conditional Use Permit Application, received February 16, 2007 6. Letter from Manette Community Church, dated February 27, 2007 Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 1 of 9 7. Environmental Checklist, received March 1, 2007 8. Determination of Completeness, dated March 8, 2007 9. Notice of Application, dated March 22, 2007, with affidavits of notice 10. Letter from Bob and Kathy Warcup, dated April 4, 2007 11. Letter from Mike McWilliams, received April 6, 2007 12. Letter from Jordy Andrew, dated April 8, 2007 13. Letter from Jennifer Balliet, dated April 9, 2007 14. Landscaping and Parking Analysis, dated April 17, 2007 15. Revised Project Narrative with floor plans and a seating chart, received April 23, 2007 16. Revised Site Plan, dated April 23, 2007 17. Determination of Nonsignificance and Notice documents, issued April 23, 2007 18. Notice of Public Hearing, dated May 15, 2007, with affidavits of notice 19. City of Bremerton Department of Community Development Staff Report, dated May 21, 2007 The Hearing Examiner enters the following Findings and Conclusions based upon the testimony and exhibits admitted at the open record hearing: FINDINGS 1. New Life Assembly of Bremerton (Applicant) requested a conditional use permit to convert Manette Elementary School into a church with daycare and office facilities. The property subtject to the request is located at 1305 Ironsides Avenue, in Bremerton, Washington. Eric Roberts, Applicant Representative and Senior Pastor at New Life Assembly, testified that the church purchased the property in October 2006. Exhibit 1; Exhibit 19; Testimony of Mr. Roberts. 2. The City of Bremerton (City) determined the application was complete on March 8, 2007. The City provided notice of the application by mailing notice to owners of property within 300 feet of the subject property and interested agencies on March 22, 2007; posting notice on March 26, 2007; and publishing notice in the Kistap Sun on March 27, 2007. Exhibit 9. The City provided notice of the open record hearing on the CUP request by mailing notice to owners of property within 300 feet of the subject property and interested parties on May 15, 2007; posting notice on May 18, 2007; and publishing notice in the Kitsap Sun on May 19, 2007. Exhibit 18; Exhibit 19,page 6. 3. The City acted as the lead agency, reviewing the proposal for environmental impacts pursuant to the State Environmental Policy Act (SEPA). The City The property subject to the CUP request is identified by tax parcel number 3975-000-027-0004. Exhibit 1; Exhibit 19. A legal description is included in the Environmental Checklist and the Staff Report. Exhibit 7; Exhibit 19. Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 2 of 9 determined that the proposal would not have a probable significant adverse environmental impact and issued a Determination of Nonsignificance (DNS) on April 23, 2007. There was no additional comment period, as the DNS was issued using the optional DNS process provided in Washington Administrative Code (WAC) 197-11-355. Exhibit 17. 4. The property contains the currently vacant Manette Elementary School. The City allows functionally obsolete public and semi-public buildings that are structurally sound to be "adaptively reused" with new uses to extend their economic life, where such adaptive reuse does not adversely affect neighboring properties. Adaptive reuse of property within a residential zone requires a conditional use permit (CUP). Bremerton Municipal Code (BMC) 20.46.070. The Manette Elementary School was opened in 1942 and was used as a public building for more than five years. Nicole Ward, City Planner, testified that the Manette Elementary School building is functionally obsolete as it is no longer used by the school district. She further testified that the building has most recently been used for office space and is therefore considered a"semi-public" building. Exhibit 7; Exhibit 19, pages 1, 6; Testimony of Ms. Ward. 5. The property measures 1.59 acres. Manette Elementary School is approximately 28,000 square feet.2 The subject property and all surrounding properties are zoned R-10, Low Density Residential and designated Low Density Residential by the City Comprehensive Plan. Surrounding properties are developed with single family residences. City Comprehensive Plant Land Use Map (2004); Exhibit 1; Exhibit 2; Exhibit 5; Exhibit 7; Exhibit 19,pages 1, 2. 6. City Comprehensive Plan policies encourage maintaining the traditional character of residential districts.3 Land Use goals and policies enhance and reinforce communities through adaptive reuse of historic buildings and the strategic location of community gathering places to foster interaction between residents. Economic Development goals and policies create a welcoming environment for businesses, residents, and visitors, and promote economic vibrancy through the redevelopment of underutilized properties. Comprehensive Plan (2004); Exhibit 19, pages 2, 3. z The Staff Report describes the school as measuring 16,298 square feet;however the CUP application and SEPA Checklist describe the building as measuring 28,000 square feet. The City identified the following Comprehensive Plan goals and policies as particularly relevant to the CUP request: Community Character Element Goal CC2; Land Use Element Goals LU 1,LU3,and LU 12, and Policies LU 1 C, LU 1 D,LU 1 H,LU 1 K,LU 1 L,and LU3E; and Economic Development Element Goals EC1 and EC5,and Policy EC1C. Comprehensive Plan Community Character Element(2004),page CC- 18; Comprehensive Plan Land Use Element(2004),pages LU-28, LU-30, and LU-35; Comprehensive Plan Economic Development Element(2004)pages EC-5 and EC-8; Exhibit 19,pages 2, 3. Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 3 of 9 7. The property is located on the north side of 13th Street. It also fronts Hayward Avenue to the west and Ironsides Avenue to the east. The Staff Report states that previous use as an elementary school entailed significant daily impacts on the neighborhood streets. The proposed use as a church would entail fewer impacts as the peak activity would only occur one day per week. Exhibit 7; Exhibit 19, page 3. 8. The Applicant proposes converting the Manette Elementary School to house the New Life Assembly of Bremerton, with proposed seating capacity for 264 attendees. Parking requirements are based on the number of seats and square footage. BMC 20.48.080(m). The proposal would require 99 parking spaces; however, the Community Development Director may reduce the parking requirement by 10 spaces if the total number of off-street parking spaces is not reduced. BMC 20.48.100. The proposed 89 parking spaces would satisfy the parking requirement. The Applicant would also use the building as a daycare facility during the week. Week-day activities would only require a total of 24 parking spaces. In addition to the 89 parking spaces provided on-site, the Applicant obtained a satellite parking conceptual agreement with Bremerton Senior Center to use up to 30 parking spaces on Sunday mornings when the Senior Center is not in use. Ms. Ward testified that proposed condition of CUP approval No. 3, requiring that the satellite parking agreement be recorded, would only be required if use increases such that additional parking becomes necessary. The Applicant would re-seal and re-paint the parking lot to comply with parking space dimensional requirements, and to provide directional markings. Parking spaces must be setback a minimum of 10 feet from front lot lines. Parking along Ironsides Avenue does not meet the minimum 10-foot setback. The Applicant would provide landscaping along Ironsides Avenue to visually buffer the surrounding neighborhood from parking lot. The property already includes adequate lighting for the parking lot, so no additional lighting plans are required at this time. Exhibit 14; Exhibit 15; Exhibit 16; Exhibit 19, pages 3 —5; Testimony of Ms. Ward. 9. There are existing street trees along 13th Street. The Applicant does not propose planting additional street trees to avoid obstructing views of Puget Sound. The Applicant would remove an asphalt strip from the northeastern property corner, and replant the area with small shrubs. The Applicant would also install planter strips within the parking lot, to contain low maintenance ground-level plants. The Applicant would improve existing landscaping through removal of over-grown shrubs, to be replaced with low-growing evergreen trees and shrubs; and the replacement of azaleas along Ironsides Avenue with low maintenance flowering plants. The Applicant proposes moving the garbage dumpsters to the northeastern Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 4 of 9 corner of the property, and would construct a fence around the dumpsters to provide a visual buffer. Exhibit 7; Exhibit 14; Exhibit 16; Exhibit 19, pages 5, 6. 10. In the R-10 zone, noise is allowed at a maximum 55 decibels between 7:00 AM and 10:00 PM, and 45 decibels at all other times. BMC 6.32.040. The proposed adaptive reuse by the New Life Assembly is not expected to exceed permitted noise levels. Exhibit 7; Exhibit 19, page 5. 11. The property is currently served by public water and sewer utilities. The Applicant stated that no new utility services are required. Mr. Roberts testified on behalf of the Applicant that the Applicant would install sprinklers in the building during interior remodeling. He stated that sprinkler installation is necessary to improve the building's safety, although the cost of sprinkler installation is estimated to be approximately $120,000. Exhibit 7; Exhibit 19, page 2; Testimony of Mr. Roberts. 12. The City received public comments in support of the proposed adaptive reuse of the Manette Elementary School. Rev. Ron Anderson,the pastor at Manette Community Church, wrote a letter stating that the Manette Community Church fully supports the New Life Assembly Church in its request to use the Manette Elementary School building. Bob and Kathy Warcup wrote to express their support of the church's plans for the property. Mike McWilliams wrote that the Applicant's plans appear to be consistent with the community's desire to preserve its scenery, neighborhood, and communal spirit. Jordy Andrew wrote a letter expressing total support for the CUP request. Jennifer Balliet wrote on behalf of the Manette Neighborhood Coalition that nearly all of the neighbors agree on the proposed adaptive reuse as a use that would have a low impact on the neighborhood, and stated that she looks forward to having the Applicant as a neighbor. Exhibit 6; Exhibit 10; Exhibit 11; Exhibit 12; Exhibit 13. 13. Ms. Balliet testified that she is the spokesperson for the Manette Neighborhood Coalition, an organization with 65 members. She testified that the Coalition is very pleased that New Life Assembly will use the Manette Elementary School building, as it would otherwise have been sold to a developer who wanted to build several houses on the property. She testified that the sooner the building can be occupied, the better for the neighborhood, as the currently vacant building attracts vandals. Gordy Byrd testified that the Applicant's proposed use would be better for the neighborhood. Mr. Roberts testified that the Applicant would like to obtain a temporary use permit in order to use the building during interior re- development. He testified that the proposed daycare must have walls in place prior to application to the state, and that the Applicant would like to start working on this as soon as possible. He further testified that once the Applicant receives a certificate of occupancy, the Applicant would be able to occupy the building Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 5 of 9 before the landscaping is entirely completed, as long as landscaping is installed prior to July 15. Testimony of Ms. Balliet; Testimony of Mr. Byrd; Testimony of Mr. Roberts. CONCLUSIONS Jurisdiction The Hearing Examiner has jurisdiction to hold a hearing on conditional use permit applications; to consider all evidence presented at the hearing; and, based on that evidence, to approve, approve with conditions, or disapprove the conditional use permit. Bremerton Municipal Code (BMC) 2.13.070; BMC 20.02.040(c); BMC 20.58.020(c). Criteria for Review Adaptive reuse provides opportunities for reusing functionally obsolete public and semi- public buildings that are structurally sound with new uses to extend their economic life. The adaptive reuse shall not be granted if the new use adversely affects adjacent properties. Consideration shall be given to the relative intensity of the proposed use compared to the intensity of the planned land use environment. BMC 20.46.070. When the building to be reused is located in a residential zone, approval of a conditional use permit is required. BMC 20.46.070(a). The adaptive reuse shall meet the following criteria in order to be granted approval: (1) New traffic shall be accommodated within the existing levels of service on the surrounding neighborhood streets. (2) Provisions for off-street parking are made. The Hearing Examiner may reduce the number of off-street parking spaces if commute trip reduction methods are employed and the adaptive reuse does not generate an increase in on-street parking demand. (3) The new use does not generate noise that exceeds City standards for residential zones. (4) Adequate street trees and landscaping are incorporated in a manner that buffers the adaptive reuse from adjacent residential uses and makes it more compatible with the surrounding neighborhood. (5) Additional conditions may be applied including, but not limited to, limiting hours of operations, density, restrictions for noise attenuation and other conditions deemed necessary to ensure compatibility with surrounding residential uses. (6) The subject building must have been constructed for a stated public or semi- public use and operated as such for a minimum of five (5) years. For the purposes of this section, "public and semi-public building" shall include public schools, fire stations, libraries, churches, hospitals, post offices, and other public services. BMC 20.46.070(a). Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 6 of 9 Adaptive reuse is a permitted conditional use within the R-10, Low Density Residential zone. BMC 20.60.0400. The Hearing Examiner shall approve a conditional use permit only upon finding the following: (1) The use is consistent with the Comprehensive Plan goals and policies; (2) The use complies with all applicable zoning and development standards and requirements; (3) The use satisfies all of the conditional use approval criteria specified in the zone in which the use is located; (4) The design of the proposal and conditions of approval has mitigated all identifiable adverse impacts; (5) The use is compatible with nearby land uses and the surrounding neighborhood in terms of the level of light and glare, noise and parking demand, hours of operation and air quality; and (6) Stipulations are made for the availability of adequate water, sewer, storm water, utilities and urban governmental services. BMC 20.58.020(d). Conclusions Based on Findings 1. With conditions, the proposed conversion of the former Manette Elementary School building into a church would comply with the adaptive reuse provisions of Bremerton Municipal Code 20.46.070. The Manette Elementary School is a semi-public building that has been used as a public school for more than five years. The proposed adaptive reuse of the Manette Elementary School property by the New Life Assembly would not generate adverse effects on the surrounding neighborhood. The Applicant's proposed use would be less intense than the previous use by the elementary school. When used as an elementary school, there were significant daily traffic impacts on the surrounding neighborhood. The Applicant's proposed use would only generate traffic impacts on a single day each week. The Applicant would retain the existing 89 off-street parking spaces. Conditions of approval would ensure that the Applicant re-seal and re-paint the parking spaces to comply with dimensional and directional requirements. If additional parking becomes necessary due to the church's growth, conditions of approval would ensure that the satellite parking agreement between the Applicant and Bremerton Senior Center be recorded to provide notice to all current and future property owners of the parking agreement. The proposed adaptive reuse would not generate noise in excess of that permitted by City code. The existing street trees would be retained. To ensure compatibility with the surrounding neighborhood and to avoid obstructing views of Puget Sound,the Applicant would not plant new trees along Ironsides Avenue. The Applicant would improve existing landscaping through the removal of overgrown shrubs. Conditions of approval would ensure that the Applicant visually buffer the Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 7 of 9 northeast corner of the parking lot and garbage dumpsters by planting landscaping and constructing a fence. Neighbors of the Manette Elementary School wrote letters and testified in support of the proposed adaptive reuse. Findings 1, 4, 7— 10, 12, 13. 2. With conditions, the proposed adaptive reuse of the Manette Elementary School would comply with the conditional use provisions of Bremerton Municipal Code 20.58.020(d). The proposed adaptive reuse would be consistent with Comprehensive Plan goals and policies to maintain and enhance the traditional character of residential neighborhoods, redevelop underutilized properties, and foster community involvement by providing local gathering places. The City provided notice of the conditional use permit application and associated open record hearing. Conditions of approval would ensure that the proposed adaptive reuse complies with applicable zoning and development standards, including fire safety and off-street parking requirements. The City reviewed the proposal and determined that it would not have probable significant adverse environmental impacts, and issued a Determination of Nonsignificance. The Applicant's proposed use would mitigate potential impacts on the surrounding neighborhood through construction of visual buffers around the northeast corner of the parking lot and garbage dumpsters. Conditions of approval would ensure that landscaping is completed prior to July 15, 2007. The property is served by public water and sewer services. The adaptive reuse would be compatible with the surrounding neighborhood: neighbors of the Manette Elementary School wrote letters and testified regarding their support for the Applicant's proposed use. Findings 1 —3, 5— 9, 11 — 13. DECISION Based on the preceding Findings and Conclusions, the request for an adaptive reuse conditional use permit to convert Manette Elementary School into a church with daycare and office facilities is APPROVED subject to conditions:4 1. Development must be consistent with the BMC 20.46.070. 2. Parking shall comply with BMC 20.48, including that all parking and maneuvering areas shall be paved. The internal parking lot shall be re-sealed and re-stripped in a manner that meets the parking standards for dimensional requirements including a stall width of 8'6" for angled parking and range from 17' to 19'2". The parking lot shall also have directional control signs and pavement markings to control vehicular movement. a Conditions include both legal requirements applicable to all developments and provisions to mitigate the specific impacts of this development. Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 8 of 9 a ' 3. If use increases such that additional parking becomes necessary, the satellite parking agreement between New Life Assembly and the Bremerton Senior Center shall be recorded at the Kitsap County Auditors office and a copy of the recorded agreement shall be submitted to the Department of Community Development prior to use of the additional parking area. 4. A 6-foot sight-obscuring fence or wall shall surround the dumpster. The fence or wall shall be installed in compliance with BMC 20.50.050(j). 5. Landscaping is required pursuant to BMC 20.50 along Ironsides Avenue and shall be installed and maintained as per the site plan provided (Exhibit 16). The pavement on the hillside along the northeast portion of the parking lot shall be removed and replaced with shrubs, ground covers, turf grasses or combinations thereof prior to July 15, 2007. Non-living materials shall not exceed 20% of the landscaped area at maturity. Perimeter landscaping shall be installed prior to July 15, 2007. 6. A clear vision area containing no plantings, fences, or sight obscuring material shall be provided at all entrances and exits of the site to ensure good visibility and improved safety. 7. A buildingpermit is required in compliance with the International Fire Code and International Building Code. Fire sprinklers shall be installed prior to building occupancy. So ordered this 1 day of June 2007 A).e.ia=c2 PC..a0—() THEODORE PAUL HUNTER City of Bremerton Hearing Examiner Findings, Conclusions, and Decision City of Bremerton Hearing Examiner New Life Assembly Conditional Use Permit, No. BP07-00006 Page 9 of 9 E w eGo DO l �J Dr I L.J; DEC 14 20N PERMIT CENTER o* BREMERT®M_DEI- ,l OMMUNITY DEVgLCi,MENT Isr CITY OF BREMERTON Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360)473-5275 * Fax (360)473-5278 Applicant: Owner Contractor Authorized Agent Site Address: /.ID 'S Z-0.00/.4 _5J. (,tip A- CONTRACTOR: 7'.8j> OWNER: Maur Address: Address: '3o S �� City, State, Zip: City, State, Zip: ehohydicil, L_24 License #& Exp. Date: Phone #: ( Contact Name: Authorized Agent Name: Contact Phone #: ( ) Address: Tax ID/Parcel #: 3'17 --poo— o%7 Gam¢ City, State, Zip: Phone #: What is the application for?(Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR NEW DUPLEX NEW MULTI-FAMILY NEW MANUFACTURED HOME TENANT IMPROVEMENT I RESIDENTIAL REMODEL NEW GARAGE/CAR PORT LJ RESIDENTIAL ADDITION NEW ACCESSORY BUILDING RESIDENTIAL REPAIR NEW SIGN NEW COMMERCIAL STRUCTURE DEMOLITION OMMERCIAL REMODEL GRADING(Cubic Yards: COMMERCIAL ADDITION OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO Scope of work proposed: 71c.es. wa►r.4-- 6 fres-47m do2zz —e, dyr- � "eve,2 "4 14A071- .�.Zesu,L 4�-�4s� 4-4t '�` �e�c � .444a`G quare ntwellig: -� Garagea_aatea/ tk•s: Valuation Plan Review Fee Permit Fee Surcharge Total Fees 2.Op®00 ZD S-B/ 3 11 2 9`S (.) SS 9 °S(� A,,t.!ication for which no permit is issued within 180 days following the date of application shall expire by limitation,and pla ns 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 the circumstances beyond t he control of the applicant have prevented action from being taken No applicant shall be extended more than once. In order to renew action on an application after expiration, .:•.' nt shall resubmit plans and pay a new plan review fee. P. . 2006 Applicant's Signature Date ___ CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: BDDA0p7091'V:'', 345-6th Street,Suite 600,Bremerton,WA 98337-1873 BREMBION (360)473-5275 Fax:(360)473-5278 Receiptlhete 121 IQ8:_:, 1 d� f; i40 e NEW LIFE ASSEMBLY OF BREMERT Tran Original Fee Amount Fee Permit# Fee Description Code Amount Paid Balance BB06 00915 Plan Review Fee 1/4580 $208.81 $208.81 $0.00 Total: $208.81 Previous Payment History ` 4 1; , 6teceipt# Receipt Date t Amount Paid Permit# Payment Check lPayment Method Number Amount CHECK 5037 $208.81 Total: $208.81 Page 1 of 1 Y . - • V IIIP . 111P.--:.: - - V ' Ar lir 1, -_,,,,. .-'''''-:-='\,-':,4: :','",:' - .: S p r :0,0:..;;W:',;;;;"•- p' S �7 •.. } y' ti } V a 1 • .4-,c,!:-.-.04,-r-: •r .. 1. `�% Y y.1.!tit t .. ,. {J!� yl,fit. ,- 37th ' .1[, r Y y A'.t ' •. `1t . t ,� "fir y • eti les J. ri L C , :k'....E".: e Cs� .J , .>S rrz• '. :_L: •44.5 "7 {,. .,. P. �.�. .. .7.....- .... . . ,1 ..l<. . , . ,,. . .1. . .h. .r1, n,fr,. r �. -• 4s^sle; yy� ,...�, v �.� .I,SV�(r�» ,tld�,+rPa ...�..tr .,r. " } • .-w - Temporal), Certi/�/�'//�/V`ate .., pz., 4.„..., -. ::: of - _ Occupancy 'D - LAJI �z CITY OF . '..BREMERTON �, aN ::- .1-t1 o ��- _ , . _ Department of Community Development r'� PP prl� i. L ask C 'Tilts certificate issued pursuant to the requirements of Section 110 of the International ., ,� Fes'% ` Building Code, as adopted 6y the Bremerton Municipal Code, certifies that at the time w :, rr `! a of issuance this structure complied with City regulations for construction or use. j ,y. �" . Issuance of a Certificate of Occupancy shall not 6e construed as an approval of a �'3- . ,.,,.:-:1 i " -= violation of the provisions of any 6uilding code or of other ordinances of the City of ', ., . �..: ` _ 4 Bremerton. a - 4 ISSUED TO: NEW LIFE ASSEMBLY CHURCH r r r�r, �' � SITE ADDRESS: 1305 IRONSIDES • `! ` rrr A ``---D=•. Type of Occupancy Occupant ~,* ... Construction Classification Load Common Use 4 W� VB A3 200 I (rte "'''i%;.� CHURCH (,....-.4- > P ! ; '. , F • ,rM w / • `. Permit Number: Date: 12/22/2006.. z f r�;D: , •.4..., Ai - / r fi aIP 1 j _ Andrea Spencer, Director �/-- � ��' �� f ;y l� ..q-..v, ,... fir• [-�, y r Special Conditions: Fire watch is required when occupancy exceeds ten and must be coordinated with the Fire Department. A clear path to exits and D }.04° - 3 :{ � .._•: restrooms must be maintained. This Certificate of Occupancy expires on a Vis_ December 31, 2006 at midnight. - '- .rF• I, Y THIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE i. tf'u t 'A,"'1 h Q 111 '1 u 1 t i t" 'k•u1 G C'k 1 la L t I u __, g-:-..: -4-„, ....,:......7.„....;..:.:;,.. - .. .. .. .. T +11tH 1 kf 1 . •, � s T' .? T `y o- T s-•. `''� T, .. sw� .• -d giro t .ad > 4q {fl. • IN ,w1 , .• r '. 1 n' lj . ri , , . I..v rt,; ,sn e• / v Phi vel. . i..44 •r. 0i1;;;,, . ':•e•° " y" i-. • �. • giiO41; tl .: ! .y 0,1., -,_ 40► u, Yo p. P:l;� , , ^ /S • r• s" r ' ' " v /- . 4: /1. 1 � �� 11,914N' , P454 __________1...,,,,, ,,,, .., C:',''' ell 0,rry.. opahk,c, .--------7,. .c<,/,,... . .77.',. ::711 • r' C471 4 ►k r . I r) AS . ' V ' 9 • /01 - zo 44 AfilIVIC . , t; 0 vp pc ..11r) ri., ;\' ‘' _r 4,f C'iV .41P‘D Vuki0 ; , i 0 ' .,"ft-' . Ii p Pr • '' A '.'1 ,ts)0 c\ \''' 1 v\'''°1- 1 1 - ' ' ,,,,i'fi ,,,,,i(i; 7t ' 1 ,,,,, .,,, vili 06."'" , . . „, ,, — c)° tel. G!' (� ..,., ® � ,� � 1 `� .,.:,.,, 1 .,,..- 4 l' i ,IltV4A1\1 4 2. $ 0,,,1,7‘,- -C-7'''' r '''Zsa:,'..1,.,,-. �� �4 *, t- :i lir/N0 ��.. ' . _; ' :r:' L. ' ‘1-- 7C)-ag...4 j T.- - i � , , `-‘-'')--\\ - . Y -' I r I — - roB A!&'/v 4,F _ - if i . A ssrttes3i-ie Z.AiAPRifie t ' A;(1- eAb•d/T�/vE RE-Usg ifi _�q64 - 4F '.0 "7 S oot) � T�AETpcL SID INta 1 '� /2-21- �8(_ il ►\✓Jr.. � - c(NoTa', EY.tTI NG 2-NSR.• ;b I i I E C1wT5 l i I I bb- I � I i (okr k!AL6 > ' TT I�I) ?I " „ 4 J , i=6 .\. CC, Ga FICE � O T u P N (° C"C lit 1 /-: AS _lidr_____ , 11.41=M11' A. .. _i .._•_: - , -• 4 — 01 ® STALK, E 12'o)VE r " 1 s J� .. '. i Er ri reGaIUy,.I� _, Ad. G'ta coLUMw q� ee GfNTJ00, A 1 _ H ► FAVI, -1461 or ,PP 09 •v u VSA r ,H AFF�G� ::E. • . /// ' • ‘6,.--.H.- MMOZ .., ,,, 1 i, ,_ _ - ' _ .`'LaKEilit o 4 CV1' GST `I•'fi.�`I �I 9190129 ff I X J~11 Grf' I.OF c�T' 0Eli a [ap tkf GA$It.IGT --� I ag, / ''x3oGJI I it ICD • EN iiii B • tg pEi GEE I #I I /A�.{tvr� _ I Iit 1 . z CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT STAFF REPORT, CONCLUSIONS, AND FINDINGS Hearing Examiner Public Hearing May 31, 2007 Requested Action: Conditional Use Permit for the adaptive reuse of the Manette Elementary School. The proposed new use is the New Life Assembly Church. Site development improvements will include landscaping. GENERAL INFORMATION 1. Land Use Action: Conditional Use Permit (See Exhibit 1 for Application) 2. File Number: BP07-00006 3. Applicant: New Life Assembly of Bremerton 4. Location: 1305 Ironsides Avenue 5. Assessor Account Number: 3975-000-027-0004 PROJECT SUMMARY 1. Current Zone Classification: Low Density Residential 2. Comprehensive Plan Designation: Low Density Residential 3. Shoreline Environmental Designation: None 4. Critical Areas Designations: None STATE ENVIRONMENTAL POLICY ACT SEPA Threshold Determination: Determination of Nonsignificance issued April 23, 2007 SITE DESCRIPTION 1. Legal Description: TEBBETT'S DECATUR ACRE TRACTS, LOT 27 EXCEPT EAST 25' AND LOT 28 EXCEPT WEST 20' , ACCORDING TO PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 55,IN KITSAP COUNTY, WASHINGTON. 2. Lot Size: Approximately 1.59 acres 3. Surrounding Land Uses: The surrounding properties are all zoned Low Density Residential. The property is primarily surrounded by single family residences with a church across the street to the southeast of the property. 4. Topography: The land slopes gently to the south. 5. Development: The property is currently developed with the Manette Elementary School. The school was built in 1942, is three story tall, and comprises 16, 298 square feet. 6. Access: As the building straddles the block access is proved on two streets; Ironsides Avenue and Hayward Avenue. 7. Utilities: The site is served by public water and sanitary sewer services. COMPREHENSIVE PLAN Policy direction is to maintain the traditional character of residential districts by infilling at compatible densities. General development parameters include a density of five to ten units per acre, detached single family homes. The following goal and policy supports this development: Community Character: Goal CC2: Assure that new development relates to surrounding uses and provides for urban livability Land Use: Goal LU1: Identify and enhance distinctive neighborhoods, communities, and centers throughout the city Supporting Policy LU1 C: Focus on central organizing features in planning communities, centers and neighborhoods Supporting Policy LU1D: Reinforce citywide features and historic character in planning of communities Supporting Policy LU1H: Encourage adaptive reuse and preservation of historic elements Supporting Policy LU1K: Promote neighborhoods which foster interaction among residents, contribute to well being, and create and sustain a sense of community and personal safety Supporting Policy LU1L: Strategically locate amenities such as community centers and gathering places to support residential areas Goal LU3: Create an environment that will promote growth Supporting Policy LU3E: Provide development incentives and flexibility to encourage redevelopment Goal LU12: Support community wide access to amenities and services 2 Economic Development: Goal EC1: Promote a vibrant environment for economic development Supporting Policy ECIC: Encourage redevelopment of underutilized sites through adaptive reuse of public buildings and rehabilitation programs. Goal EC5: Establish Bremerton as a city that welcomes the opportunity to serve business, residents, and visitors. STAFF ANALYSIS: 1. Pursuant to Bremerton Municipal Code (BMC) 20.60.010 the intent of the Low Density Residential zone is to accommodate single family housing with associated uses as outrightly permitted or conditionally permitted uses. 2. Pursuant to Bremerton Municipal Code 20.60.040(f) an adaptive reuse of a public or semi-public building may be allowed within the Low Density Residential zone provided the proposal meets the requirements of BMC 20.46.070 and is processed as a Type III conditional use permit pursuant to BMC 20.58.020. 3. Pursuant to BMC 20.46.070 an adaptive reuse is to provide opportunities for reusing functionally obsolete public buildings that are structurally sound with a new use to extend their economic life. Consideration shall be given to the intensity of the proposed use. The proposal is to reuse the Manette Elementary School and convert it into a church with associated day care and office facilities. 4. Pursuant to BMC 20.46.070(a)(1) the adaptive reuse shall be granted only if new traffic can be accommodated by the existing levels of service on the surrounding neighborhood streets. The project meets this criterion as the Manette Elementary School created significant impacts on the neighborhood streets. As all the children arrive and depart at the same time every day which created two peak traffic times per day. The new use will not have as significant of an impact on the road system because the peak activity will be primarily one day a week as opposed to five days a week. 5. Pursuant to BMC 20.46.070(a)(2) the adaptive reuse shall be granted only if provisions for off street parking are made. Pursuant to the project narrative (Exhibit 15) the parking requirements have been met. The following an analysis of the parking requirements in regard to this proposal: (a) The parking requirements of BMC 20.48.080 apply to all non-residential projects within the City. The project includes several different uses with different parking requirements. The assembly area to be used on Sundays will require substantially more parking than all the weekday uses combined. The weekday uses such as daycare and offices will not be open on Sundays when the assembly will be used therefore it can be assumed that if the facility can provide enough parking for the Sunday assembly it will also have the ability to provide more than enough parking 3 for the other weekday uses. Pursuant to BMC 20.48.080(m) places of assembly require one parking space for every four fixed seats plus one parking space for every 50 square feet of floor area without seats. Based on the seating arrangement (Exhibit 15) and the site plan (Exhibit 16) the required parking for the assembly area is 99 parking stalls. Currently the existing facility has 89 parking spaces onsite. Pursuant to BMC 20.48.100 the director may decrease the parking requirement by 10 stalls provided the number of existing off street parking spaces is not reduced. The proposal will not reduce the existing number of parking spaces therefore the parking requirements of the code are satisfied. To better accommodate parking demands the applicant has also attained a satellite parking agreement with the Bremerton Senior Center to use up to 30 additional off site spaces on Sundays. Pursuant to BMC 20.48.220 Satellite parking is allowed when the parking facility is within 400' of the building. The parking agreement must be filed with the county auditor and a coy of the agreement shall be submitted to the Department of Community Development to keep on file. The proposal shall be conditioned as such. (b) BMC 20.48.080 (a) requires all driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. The proposal will be conditioned as such. (c) BMC 20.48.080 (b) requires parking spaces be setback a minimum of five feet from the side and rear lot lines. The project has frontage on three streets and has one side yard. There is a driveway, but no parking along the north side, the code is satisfied. (d) BMC 20.48.080 (c) requires parking spaces to be setback a minimum of ten feet from the front lot line. Two of the three front yard areas meet this requirement however the front yard setback area along Ironsides Avenue has several areas where the existing parking is not adequately setback from the street. Additional landscaping along the perimeter of the property as seen in the site plan (Exhibit 16) will be required to more adequately buffer the neighborhood from the impacts of the existing onsite parking prior to occupancy. The proposal will be conditioned as such. (e) Pursuant to BMC 20.48.080 (f) parking shall meet the minimum stall dimensions in BMC figure 20.48 (a) which require the minimum stall width of 8'6" for angled parking and range from 17' to 19'2: in depth dependant on the stall angle. Within the scope of work the applicant has stated they plan to reseal and repaint the parking lot. The newly painted parking spaces will be conditioned to meet the dimensional parking requirements. (f) BMC 20.48.080 (k) requires that parking areas shall be lighted for the safety of pedestrians and vehicle circulation on the site in the following manor: • Lights are hooded or beamed so that there is no undesirable glare directed onto any adjacent streets or property and 4 • Lighting shall be designed adequately to illuminate the parking area while preventing the direct illumination of adjacent properties. As this is a redevelopment the site already contains satisfactory lighting. If the applicant chooses to change the lighting, a lighting plan will be required consistent with the code requirements. (g) BMC 20.48.080 (1) requires directional signs and pavement markings to be used to control vehicular movement within parking areas and to mark spaces. The proposal will be conditioned as such. 6. Pursuant to BMC 20.46.070(a)(3) the adaptive reuse shall be granted only when the new use does not generate noise that exceeds City standards for residential zones. The noise regulations in BMC 6.32.010(c) states that the R-10 zone is in the noise control district I which allows for noises up to 55 decibels from 7:00am to 10:00pm and 45 decibels all other hours. The proposed use is not expected to exceed the noise requirements. The proposal will be conditioned as such. 7. Pursuant to BMC 20.46.070(a)(4) the adaptive reuse shall be granted only when adequate street trees and landscaping are incorporated, in a manner that buffers the adaptive reuse from adjacent residential uses and makes it more compatible with the surrounding neighborhood. The development complies with the landscaping requirements in the following manner: (a) BMC 20.50.040 (a) requires all front yard setback areas to be landscaped and must include trees, shrubs, ground covers, turf grasses or combinations thereof. Non-living materials shall not exceed 20% of the landscaped area at maturity. The front yard setback areas abutting Hayward Avenue and 13th Avenue currently meet this requirement. The front yard setback area abutting Ironsides Avenue requires additional landscaping to more adequately buffer the surrounding neighborhood. The landscaping analysis (Exhibit 14) and the site plan provided (Exhibit 16) adequately appear meet this requirement. The proposal will be conditioned to install perimeter landscaping prior to occupancy. (b) BMC 20.50.040 (b) requires street trees to be planted along public and private streets per performance standards in BMC 20.50.050. BMC 20.50.050 (a) requires one street tree for every twenty five linear feet of street frontage. The existing street trees provided along 13th Street adequately meet this requirement. The existing street trees on both Hayward Avenue and Ironsides Avenue do not adequately meet the code however there is existing landscaping that buffers the neighborhood from the site along Hayward Avenue. The landscaping along Ironsides is not adequate however the proposed plan to remove a significant amount of asphalt from the sloped areas along the north eastern side of the property will better buffer the neighborhood. Additional street trees are not proposed along either of these streets due to neighborhood concerns that views of the Puget Sound would be hindered by additional trees. The proposal will be conditioned to install perimeter landscaping along Ironsides Avenue prior to occupancy. 5 (c) BMC 20.50.050 (j) requires all outdoor storage including garbage dumpsters shall be surrounded by a six foot high solid wall or sight obscuring fence. The proposal indicates the garbage dumpster will move from their current location to the northeastern portion of the site. The proposal will be conditioned as such (d) BMC 20.50.050 (1) requires a clear vision area containing no plantings, fences, walls, or other structures or visual obstructions within a vertical area extending from three to eight feet above ground measured from the established centerline of the street, alley, or driveway. The proposal will be conditioned as such. 8. Pursuant to BMC 20.46.070(a)(5) the adaptive reuse shall be granted only when the subject building has been operational as a public building for a minimum of five years. The Manette Elementary School has been in operation since 1942. The code is satisfied. 9. Pursuant to BMC 20.46.070(b) religious worship facilities, daycares, and general offices are allowed as an adaptive reuse. 10. Pursuant to BMC 20.58.020 (c), a Conditional Use Permit is required for all adaptive reuse proposals. Notice pursuant to BMC Section 20.02.100 was provided as follows: Date of Application: January 18, 2007 Notice of Completeness: March 8, 2007 Notice of Application: March 22, 2007 DNS issued April 23, 2007 COMMENTS CITY COMMENTS City Department Comments Received Engineering Department There will not be an increase in average daily traffic impacts when changing use from a school or office to a church. Cross Connection Control None received Building Official & Fire sprinkler system required prior to Fire Department occupancy Fire Protection systems shall comply with: • International Fire Code-IFC • International Building Code-IBC • National Fire Protection Assoc.- NFPA • Bremerton Municipal Code-BMC Traffic None received 6 PUBLIC COMMENTS RECEIVED Who Summary of Comments Mike McWilliams Supports the proposal and believes it will be an asset to the neighborhood Rev. Ron Anderson of Manette Pledges the support of Manette Community Church Community Church towards this proposal. Jennifer Balliet Supports the new use on behalf of the Manette Neighborhood Coalition. Jordy Andrew Supports the adaptive reuse and Determination of Nonsignificance Bob & Kathy Warcup They are delighted to have New Life Assembly as neighbors particularly because it will not visually alter the neighborhood and retains their view. FINDINGS The City of Bremerton Department of Community Development makes the following findings in support of the recommendation for Conditional Use Permit. 1. The proposal is consistent with the City's Comprehensive Plan goals and policies. 2. The proposed use is conditionally allowed in the Low Density Residential Zone. 3. The project is being developed in compliance with the requirements of the Adaptive Reuse requirements within.the zoning code. 4. The development is in compliance with all applicable development and design standards of the zone along with City standards for parking, landscaping, roads, and storm water. 5. Adequate public facilities and services for sewer and water are available to support this development. 6. The City Engineer has determined the adaptive reuse will not increase the average daily traffic. 7. The proposed development will not cause a significant adverse impact to the site or surrounding properties. A SEPA Determination of Nonsignificance was issued April 23, 2007. No appeals were filed. 7 CONCLUSION If approved, the Conditional Use Permit would comply with the City of Bremerton Comprehensive Plan and applicable Bremerton Municipal Code development regulations subject to the following conditions. NOW, THEREFORE, BE IT RESOLVED by the City of Bremerton Department of Community Development Director after considering the above findings RECOMMENDS the proposed Conditional Use Permit subject to the following conditions: 1. Development must be consistent with the BMC 20.46.070. 2. Parking shall comply with BMC 20.48, including that all parking and maneuvering areas shall be paved. The internal parking lot shall be re-sealed and re-stripped in a manner that meets the parking standards for dimensional requirements including a stall width of 8'6" for angled parking and range from 17' to 19'2". The parking lot shall also have directional control signs and pavement markings to control vehicular movement. 3. The satellite parking agreement between New Life Assembly and the Bremerton Senior Center shall be recorded at the Kitsap County Auditors office and a copy of the recorded agreement shall be submitted to the Department of Community Development prior to building occupancy. 4. A 6-foot sight-obscuring fence or wall shall surround the dumpster. The fence or wall shall be installed in compliance with BMC 20.50.050(j). 5. Landscaping is required pursuant to BMC 20.50 along Ironsides Avenue and shall be installed and maintained as per the site plan provided (Exhibit 16). The pavement on the hillside along the northwest portion of the parking lot shall be removed and replaced with shrubs, ground covers, turf grasses or combinations thereof. Non-living materials shall not exceed 20% of the landscaped area at maturity. Perimeter landscaping shall be installed prior to occupancy. _- t ', ` „At\ 6. A clear vision area containing no plantings, fences, or sight obscuring material shall be provided at all entrances and exits of the site to ensure good visibility and improved safety. 7. A building permit is required in compliance with the International Fire Code and International Building Code. Fire sprinklers shall be installed prior to building occupancy. 8 STAFF REPORT PREPARED BY: OLiJ --PC21 UN-- Nicole Ward, City Planner Date Department of Community Development Distribution: New Life Assembly Public Works Fire Marshal Interested Parties: Mike McWilliams Manette Community Church Jennifer Balliet Jordy Andrews Bob& Kathy Warcup 9 A. , , CITY OF BREMERTON PERMIT NUMBER: 6607 00545 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 08/03/2007 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10" SITE ADDRESS: 1305 IRONSIDES AVE APPLICANT NAME: INTELLI SYSTEMS PHONE: (360)895-7995 ADDRESS: P.O.BOX 592,PORT ORCHARD,WA OWNER NAME: NEW LIFE ASSEMBLY OF BREMER- PHONE: ADD ESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: INTELLISYSTEMS INC PHONE: (360)895-79415 ADDR SS: 11450 SW ABBEY LANE,PORT ORCHARD,WA 98367 LENDER NAME: PHONE: 0- DDR S: SUBMITTED: 07/20/2007 APPROVED: 08/02/2007 ATION: 01/30/2008 STATUS: ISSUED VALUATION: $28,880.00 Fire Alarm Permit Building Permit $366.00 2211 NEW LIFE ASSEMBLY OF BREMERTON CHURCH-INSTALL A FIRE ALARM Plan Review Fee $280.57 4580 SYSTEM FOR THE ENTIRE BUILDING C.,U State Surcharge $4.50 0236 Building Code Edition: IBC:2006TOTAL FEES: $651.07 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD: Building Inspections (360)473-5870 H/D: Bremerton, Kitsap County Health District (360)337-5285 L&I: Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition,testing,or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connecte. ith 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• work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating onstru lion or the performance of the construction. If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law r Se.ion 3,Chapter 126,Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are requir-•'. '. i . • section prior xpiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree toa • • i e conditi• s of tis per it i ludin ''ons of zoning,building c.d.. ,and State and Federal laws. SIGNATURE OF OWNER• . V �`A AGENT: \l. � ki p Pi_ A PRINTED NAME: DATE: 7 CONDITIONS ---' City of Bremerton's app •val of this application pertains only to the City's regulatory risdiction,and thus compliance with City regulations does not nec: sarily ensure compliance with federal or state laws. 10. (DCD-01) DCD: Prior to performing any renovation or demolition work, Pu•-t Sound Clean Air Agency 4 (Clean Air Agency)and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos- PIPcontaining materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified(AHERA)building inspector(except renovation or owner- 4 occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. 111 10. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a , permit for, or an approval of,any violation of any of the provisions of the Washington State • Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other 4 ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring Page 1 of 2 r CITY OF BREMERTON PERMIT NUMBER: 6607 00545 .. 1 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 08/03/2007 t1 =pm Bama 014; 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10* SITE ADDRESS: 13051RONSIDES AVE APPLICANT NAME: INTELLI SYSTEMS PHONE: (360)895-7995 ADDRESS: P.O.BOX 592,PORT ORCHARD,WA OWNER NAME: NEW LIFE ASSEMBLY OF BREMER' PHONE: ADDRESS: PO BOX 427,BREMERTON,WA 98337 CONTRACTOR: INTELLISYSTEMS INC PHONE: (360)895-7995 ADDRESS: 11450 SW ABBEY LANE,PORT ORCHARD,WA 98367 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 07/20/2007 APPROVED: 08/02/2007 EXPIRATION: 01/30/2008 STATUS: ISSUED the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 20. (FIRE-01) FIRE: Fire Protection systems shall comply with: -c) International Fire Code-IFC International Building Code-IBC National Fire Protection Assoc.-NFPA Bremerton Municipal Code-BMC Fire: Copies of fire ordinances and Bremerton Municipal Codes are available at the City's website, www.ci.bremerton.wa.us. To reach Scott Rappleye, call 360-473-5384 or e-mail at Scott.Rappleye@ci.bremerton.wa.us. To reach Mike Six, call 473-5284 or Michael.Six@ci.bremerton.wa.us To reach Joel Wulf, call 473-5385 or Joel.Wulf@ci.bremerton.wa.us FIRE: Provide Address Number which contrast the background. Contact Fire Marshals office for details. Place an additional annuciator panel in the sprinkler riser room. Review is only based on information given on plans. On-site modifications may be neccessary MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. Electrical (State of Washington) Final Inspection-Fire Page 2 of 2 CITY OF BREMERTON DEPARTM ENT OF COMM UNITY DEVELOPMENT 'Receipt Number: :. .,i ° i ••E'; effie, '. 286 Fourth St.Bremerton,WA 98337 8A (360)473-5275 Fax (360)473-5278 Receipt Date: 08/03/2007 Cas hie r:VWOLF Payer/Payee Name:INTELLI SYSTEMS 0 rTrans Original Fee Amount Fee. Permit# Parcel Fee Description Code Amount Paid Balance BB07 00545 3975-000-027-0004 Building Permit 1/2211 $366.00 $366.00 $0.00 BB07 00545 3975-000-027-0004 State Surcharge 1/0236 $4.50 $4.50 $0.00 Total: $370.50 #ayment Check ethod Number ,\ CHECK 3910 $370.50 Total $370.50 e 'e pt. � Receipt Da e'"Fee Deser . F , , ... . .r.. . .. .. - j ; BCD-07-00720 07/20/2007 Plan Review Fee $280.57 BB07 00545 3975-000-027-0004 , 6-a - D"-7 / r--, '' -e- S o—f l ( 5 06Q,(,,c 5 17 6 . 1 , genpmtrreceipts Page 1 of 1 IntelliSystems, Inc. -311 PO Box 592 TU JUL 2 0 2001 �"� Port Orchard, WA 98366 • (360) 895-7995 MY OF M RTON = BPEMERTGN C?L Pj �) (360) 895-3799 FAX APPROVED COMMUNITY DE`JELOPMi i1 INTEL*982MQ AUG !!7 8e) C O S 4-S AA Address of the protected premises 1305 Ironsides Ave Owner of the protected premises New Life Assembly of Bremerton Project Name New Life Assembly of Bremerton Authority having jurisdiction City of Bremerton Parcel# 3975-000-027-0004 Type of building and occupancy Church Type of alarm system to be provided Addressable Fire Alarm System Battery Calculations Panel 20.09/5496 3.29 Fair Market Value $28,880.00 Project Narrative This is an addressable fire alarm installation for an existing building. We are installing a SK-5700 fire panel, 84 SLC devices, 6 door holders and X NAC Circuits. Contents: Floor Plans Battery Calculations Cut Sheet—Silent Knight 5820XL Cut Sheet—Silent Knight 5496 Cut Sheet—Silent Knight SD-5860R Cut Sheet—Silent Knight 505APS Cut Sheet—Silent Knight SD-500PS Cut Sheet—System Sensor P2R/SR Cut Sheet—Edwards 1508AQN5 Cut Sheet—16-2 FPLR Cut Sheet—14-2FPLR Cut Sheet—18-2FPLR Cut Sheet—12V24AHBattery Cut Sheet—12V4AH Battery • - Global Project Values: SILENT Project Name: New Life Assembly Standby Hours: 60 KNIGHT Project ID: Alarm Mins: 5 Prepared By: P. Reuter Derating Factor: 1.2 5820XL Calculations Date: 7/12/2007 Voltage Drop Warning Threshold%: 10 Panel ID: 5820XL Model: 5820XL Add.Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: Maint.Area Volts: 24 VDC Max Panel Current: 5.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ o Ckt.# Circuit Name Standby Alarm &Type 1000 Ft. One-Way Ohms EOL Drop 5820XL 5820XL CTRL Panel 1 0.215 0.385 SLC-DEV Addrsbl SLC Devices 79 0.043 0.043 5815XL SLC Loop Expander 0.000 0.000 5860 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator(4G) 0.000 0.000 5865-3 LED Annunciator(3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 SD505-6SB Sounder Base 0.000 0.000 SD505-6RB Relay Base 0.000 _ 0.000 SD-Duct Duct Hsa w/Relav 0.000 0.000 5883 Relay Module 0.000 0.000 PGM-I/O#1 Notification Appl Circuit 0.000 0.000 #12 Stranded 1.59 0.00 20.40 0.00% PGM-I/O#2 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM-I/O#3 Notification App?Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM-I/O#4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM-I/O#5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM-I/O#6 Notification App?Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current(Amps) 0.278 0.453 Total Alarm Current(Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes/60 (5 Mins) Total Standby AH Required 16.707 0.038 Total Alarm AH Required _ Total Combined AH Required 16.74 Command Shortcuts _ Multiply By The Derating Factor 1.20 - - Minimum Battery AmpHours Required 20.09 Configure Circuits Print Page - Global Project Values: SILENT Project Name: New Life Assembly Standby Hours: 60 KNI(,I IT Project ID: Alarm Mins: 5 Prepared By: P. Reuter Derating Factor: 1.2 5496 Power Expander Calculations Date: 7/12/2007 Voltage Drop Warning Threshold%: 10 Panel ID: 5496(1) Model: Silent Knight 5496 Power Expander Max Circuit Current: 3 Amps Location: Maint. Area Volts: 24 VDC Max Panel Current: 6 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ Ckt.# Circuit Name %Drop Standby Alarm &Type 1000 Ft. One-Way Ohms EOL 1 5496(1)Circuit 1 0.000 0.894 #14 Solid 2.52 250 1.26 19.27 5.52% 2 5496(1)Circuit 2 0.000 0.993 #14 Solid 2.52 360 1.81 18.60 8.83% 3 5496(1)Circuit 3 0.000 0.800 #14 Solid 2.52 260 1.31 19.35 5.14% 4 5496(1)Circuit 4 0.000 1.236 #14 Solid 2.52 310 1.56 18.47 9.47% Aux 5496(1)Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Aux Power *1 #of NAC's Used 0.000 0.000 5496 5496 Power Expander 0.040 0.160 3.923 (Amps)Total Output Power Required Total Standby Current(Amps) 0.040 4.083 Total Alarm Current(Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes/60 (5 Mins) Total Standby AH Required 2.400 0.340 Total Alarm AH Required Total Combined AH Required 2.74 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of Multiply By The Derating Factor 1.20 the minimal difference between solid and stranded wire no differential was made. Minimum Battery AmpHours Required 3.29 "1. A vallue must be entered if you have selected any output as Aux.Power. Panel ID: 5496(2) Model: Silent Knight 5496 Power Expander Max Circuit Current: 3 Amps Location: Volts: 24 VDC Max Panel Current: 6 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ Ckt.# Circuit Name %Drop Standby Alarm &Type 1000 Ft. One-Way Ohms EOL 1 5496(2)Circuit 1 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 2 5496(2)Circuit 2 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 3 5496(2)Circuit 3 0.000 0.000 #14 Solid 1.59 0.00 20.40 0.00% 4 5496(2)Circuit 4 0.000 0.000 #14 Solid 1.59 0.00 20.40 0.00% Aux 5496(2)Aux Power Out 0.000 0.000 #14 Solid 1.59 0.00 20.40 0.00% Aux Power *1 #of NAC's Used 0.000 0.000 5496 5496 Power Expander 0.040 0.160 0.000 (Amps)Total Output Power Required Total Standby Current(Amps) 0.040 0.160 Total Alarm Current(Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes/60 (5 Mins) Total Standby AH Required 2.400 0.013 Total Alarm AH Required Total Combined AH Required 2.41 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of Multiply By The Derating Factor 1.20 the minimal difference between solid and stranded wire no differential was made. Minimum Battery AmpHours Required 2.90 *1. A vallue must be entered if you hawe selected any output as Aux.Power. 1 .�.l Kr 1car. Circuit Configuration Project Information Project Name: New Life Assembly Project ID: 0 Prepared By: P. Reuter Date: 7/12/2007 Ckt. Number: 1 Panel ID: 5496(1) Ckt. Name: 5496(1)Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor P2R 30cd 0.000 0.097 0.000 0.291 1 System Sensor P2R 15cd 0.000 0.069 0.000 0.069 2 System Sensor P2R 110cd 0.000 0.201 0.000 0.402 2 System Sensor SR 15cd 0.000 0.066 0.000 0.132 0.000 0.000 Totals 0.000 0.894 Ckt. Number: 2 Panel ID: 5496(1) Ckt. Name: 5496(1)Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor P2R 30cd 0.000 0.097 0.000 0.291 3 System Sensor P2R 75cd 0.000 0.157 0.000 0.471 2 System Sensor P2R 15cd 0.000 0.069 0.000 0.138 1 System Sensor SR 30cd 0.000 0.093 0.000 0.093 0.000 0.000 Totals 0.000 0.993 Ckt. Number: 3 Panel ID: 5496(1) Ckt. Name: 5496(1)Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 System Sensor P2R 30cd 0.000 0.097 0.000 0.388 1 System Sensor P2R 75cd 0.000 0.157 0.000 0.157 1 System Sensor P2R 15cd 0.000 0.069 0.000 0.069 2 System Sensor SR 30cd 0.000 0.093 0.000 0.186 0.000 0.000 Totals 0.000 0.800 Ckt. Number: 4 Panel ID: 5496(1) Ckt. Name: 5496(1)Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 (System Sensor P2R 30cd 0.000 I 0.097 0.000 0.388 2 System Sensor P2R 75cd 0.000 0.157 0.000 0.314 2 System Sensor P2R 110cd 0.000 0.201 0.000 0.402 2 System Sensor SR 15cd 0.000 0.066 0.000 0.132 0.000 0.000 Totals 0.000 1.236 INTELLIKNIGHT FIRE ALARM CONTROL PANEL , IntelliKnight® Model 5820XL wr Addressable Fire Alarm r - itAli ►'� Control System x-4 .. p The IntelliKnight System is the easy way to make the most of fire alarm technology. -.m•t ,i` "`` IntelliKnight 5820XL is the first fire alarm system to provide you with . It TA I i F..._ revolutionary value and performance in addressable sensing technology. The 5820XL FACP offers exclusive, built-in digital communication, distributed intelligent power, a modular design and an expanded, easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the 5820XL system, or to locate your nearest source, please call 1-800-446-6444, or in Minnesota, call 763-493-6435. Description • Improvements in SKSS software = 5820XL performs drift compensation deliver five times faster and calibration checks on each of the uploads/downloads --1i JUL • Two built-in Form C programmable `- sensors in the system. or� The basic 5820XL system can be relays rated at 2.5 amps at 27.4 �y :: • , expanded by adding modules such as C BRENNITY D DLP F. 5860 remote annunciator, 5815XL III Supports sounder bases COMMUNITY DE✓ELOP�,4E signalling line circuit expander, 5824 • 6 amp power supply and maximum i charging capacity of 35 amp hours serial/parallel printer interface module (An additional cabinet enclosure is = (for printing system reports),and required for batteries in excess of 18 , 5895XL intelligent power module. amp hours) •' 5820XL also features a powerful built-in • Programmable date setting for L dual line fire communicator that allows Daylight Saving Time for reporting of all system activity to a • Plex-1 door option combines a dead remote monitoring location. front cabinet door with a clear -- t window, limiting access to the panel Features while providing single button • Upto 508 addressablepoints operation of the reset and silence functions • Uses standard wire- no shielded or '}` - twisted pair required Electrical Specifications • Built-in digital communicator Primary AC: • Central station reporting by point or 120 VRMS at 50/60 Hz,2.5A or by zone 240 VRMS at 50/60 Hz, 1.4A Model 5820XL • Built-in synchronization for Total Accessory Load:6A @ 27.4 VDC, appliances from AMSECO®, power-limited Overall Dimensions: Gentex®, Faraday, System Sensor, and Wheelock® StandbyCurrent: 215 mA 16.2"W x 26.4°H x 4.2"D • FlexputTM UO circuits Alarm Current: 385 mA (40.6 W x 67 H x 11.8 D cm) • Supports Class B(Style 4)and Class Flexput Circuits:Six programmable Weight:28 lbs.(12.8 kg) A(Style 6)configuration for SLC, circuits which can be programmed Color: Red SBUS,and Flexput circuits individually as: Battery Charging Capacity: 7.0-35 AH • Distributed, intelligent power Notification circuits:3A @ 27.4 VDC Battery Size: 18 AH max allowed in • Drift compensation per circuit, power-limited control panel cabinet. Larger capacity • 13 pre-programmed output cadences Auxiliary power circuits: 3A @ 27.4 batteries can be housed in RBB (including ANSI-3.41)and 4 VDC per circuit,power-limited accessory cabinet. programmable outputs Telephone Requirements: Initiation Circuits: 100 mA @ 27.4 P q • Built-in annunciator with VDC per circuit,power limited FCC Part 15 and Part 68 approved 80 character LCD display Type of Jack: RJ31X(two required) • RS-485 bus provides communication Mechanical Specifications to system accessories Flush Mount Dimensions: • Built-in RS-232 and USB interface for 14.5'W x 24.75"H x 3.9"D SII.I I programming via PC 36.8 W x 62.9 H x 9.8 D cm • Built-in Form C trouble relay rated at ( } �' k i c 2.5 amps at 27.4 VDC INTELLIKNIGHT FIRE ALARM CONTROL PANEL IntelliKnight Model 5820XL Addressable Fire Alarm Control Panel .........] indicator Lights Flexput circuits on 5820XL control can required to start a new system. The General Alarm(Red): Flashes when in be individually programmed to function built-in keypad and 5860 remote alarm;solid when alarm silenced as notification circuits,auxiliary power annunciator give on-site access to all outputs,or initiation circuits that programming.You can also program Supervisory(Yellow): Flashes when a support both 2-and 4-wire smoke remotely using the 5660 Silent Knight supervisory condition exists:solid when detectors. Software Suite.which is Windows-'7-'- supervisory silenced The 5820XL system operates on non- based software. System Troubles(Yellow): Flashes twisted,unshielded cable when wired when a trouble condition exists;solid in compliance with standard wiring Built-In Digital Communicator when trouble silenced practices as called out in the National Electric Code 760-51 specifications for 5820XL features a built-in UL listed System Silenced (Yellow):On when an digital communicator for remote power-limited fire protective signalling alarm,trouble or supervisory condition cables. No special wiring is required. reporting of system activity and system has been silenced but not yet cleared 5820XL provides 13 preset notification programming.The communicator has System Power(Green): Flashes for AC cadence patterns(including ANSI 3A1) the ability to seize two telephone lines failure;solid when power systems are and four user programmable selections to report alarms and troubles to a normal for fire alarm notification. monitoring facility.The communicator Two programmable general purpose supervises two phone lines and will Form C relayoutputs are provided on activate a trouble signal if a line failure System Application p is sustained for more than 45 seconds. 5820XL has one built-in signalling line 5820XL. Other communication features include: circuit(SLC)which supports 127 Additionally,the IntelliKnight system retry-if communication fails, two phone devices.Three additional loops can be features a built-in walk test and auto- number capability,download phone added using the 5815XL SLC programming. Its innovative,dead-front number capability and Touch-Tone or expanders to increase overall capacity cabinet design allows for flush or rotary dialing.The communicator is to 508 devices. surface mounting.System maintenance compatible with SIA and Ademco is easy to perform. Contact ID.The format is selectable by The 5820XL SLC loops support account number. multiple device types,including: User Interface • Addressable photoelectric smoke The 5820XL built-in annunciator with detector 80 character LCD display and large • • Addressable ionization smoke easy-to-use tactile touchpad can be detector used for system operation, • Addressable heat sensor programming and maintenance. It has , five LEDs for alarm,supervisory, • Addressable duct smoke detector system trouble,system silenced and r = ' - • Contact module system power. System operations I. s ? include silencing alarms and troubles, .R ,wt. :.r • Relay output module i resetting alarms and the display of g i_ • Addressable notification module alarm troubles and memory.The The following advanced sensor system's non-volatile event history buffer stores 1000 events for viewing capabilities are available with 5820XL: from the built-in or remote annunciator. • Automatic drift compensation System operation can be initiated with Approvals a mechanical firefighters keyor a valid NFPA 13, NFPA 15, NFPA 16, • Maintenance alert g NFPA 72: Central Station; Remote • Built-in sensor test to comply with 4 to 7-digit operators code. Signalling; Local Protective Signalling NFPA 72 calibration testing Programming Systems;Auxiliary Protected Premises requirements The IntelliKnight system offers several Unit; &Water Deluge Releasing 5820XL features a 6 amp power supply options to simplify and speed up Service.Suitable for automatic, programming,The JumpStart®feature manual,waterflow,sprinkler and maximum battery charging 1�9 � p supervisory(DACT non-coded) capacity of 35 amp hours.An additional minimizes programming signalling services. cabinet enclosure(PN RBB)is required for batteries in excess of 18 amp hours. Other Approvals: UL Listed; CSFM 7170-0559: 135: MEA 429-92-E Vol.VI; FM Approved INTELLIKNIGHT FIRE ALARM CONTROL PANEL PirMA. 1 InternKnight Model 5820XL Addressable Fire Alarm Control Panel , e i 1 ,Iff'fzi , 1 t------—‘; ... o : 1 i p..... . 5420XL • A 1 IP. 4 ir "." MIMI :::•i• - --10. II -- - I i at 4 b, A 15XL 4 • • V' 'V C4AF ._,.., r"---7 0.- s.-asas APF, SOSCS-AS SI)5C5- SS 05-AHS S;.`50,)-S3M A-3F* •.. - 10- il. I SD )- in sai0O-AMM t71050511-6RSimn s-vS051:64,A3 11 • 4 - ; 11. 4 SIThigi-ALMR & O-I'S S{,Patli AIM StY.:1,0 KU SWAG ARM WM)LIP 1.SC`_.4 clr•,,Sf.:,? Intelliknight 5820XL Addressable Fire Alarm Control Paael and Compatible Devices MMENNINESSINNEEMIIMENNIMMEMMINIMIIIMMIMININIMIIMIIMMIIIMINIIIIIIIIMIIIIIINEMIMINI INTELLIKNIGHT .FIRE ALAR",1 CONTROL Pr+" E L SLC Detectors SLC Modules 5880 LEDIIO Module 5820XL devices feature a low profile SD500-AIM Features 40 LED design and EEprom addressing. Dry contact input module for use with outputs, 8 normally allfd EEprom addressing prevents water normally open dry contacts. It features open dry contact +- - intrusion problems via the back of the an indicator LED to show alarm status. inputs,and one piezo -'" i sensor and eliminates mechanical SD500-MIM output. failures related to decade switches. Mini dry contact input module is a small 5865-3 and 5865-4 SD505-APS version of the SD500-AIM. For use with Remote LED Annunciator Addressable photoelectric smoke pull stations and other nominally open Features 30 programmable LED(15 detector. dry contact inputs. red and 15 yellow)outputs,and a piezo SD505-AIS SD500-ANM sounder.The 5865-4 adds a silence Addressable ionization smoke detector. Addressable notification module and reset switch to the package. SD505-AHS providing a single Class A or Class B 5883 Relay Board Absolute temperature heat detector notification circuit on the SLC. Features 10 general purpose Form C thatgoes into alarm immediately the relays. Used with 5880 module. ifSD500-ARM temperature exceeds the Addressable relay module.Features 2 5824 Serial/Parallel Printer programmable trip point.Trip point Form C output relays. Provides Interface Module range from 135°F-150°F(0°C-37°C). indicator LED to show output status. Provides one parallel and one RS-232 SD505-6AB SD500-SDM serial port for connecting a printer to Six inch base for use with detector Two-wire detector input module.Allows the 5820XL. Use to print a real-time log heads SD505-APS,SD505-AIS,and for the connection of conventional of system events,detector status SD505-AHS. 2-wire detectors on the SLC loop. reports,and event history. Interfaces SD505-4AB Requires two additional wires for with building control system. Four inch base for use with detector power. Miscellaneous Accessories heads SD505-APS. SD505-AIS,and SD500-LIM 5660 Silent Knight Software Suite SD505-AHS. A short circuit isolator module for SLC (SKSS) SD505-6SB devices.When a short occurs on the User-friendly Windows software for Six-inch sounder base for use with SLC loop, it is detected as a trouble, remote programming of 5820XLs using existing sensor and base.Operates in but all SLC devices protected by the a PC. Upload and view panel account single and multi-station modes and/or isolator module continue to operate. information,event history, and detector as a system sounder. Requires 2 SD500-LED status. additional wires for power. An LED driver module capable of 5670 Silent Knight Software Suite SD505-61B driving 80 LEDs. Use up to 40 modules (SKSS) Six-inch isolator base for use with per SLC loop and up to 100 Powerful end-user facility management existing base and the SD505-APS, SD500-LED modules per system. software allows viewing of detector SD505-AIS,and SD505-AHS sensors. status and event history via modem or Provides isolation for style 7 circuits. S-BUS Accessories Y direct connection. SD505-6RB 5860/R Remote Fire Annunciator Plex-1 Six-inch relay base for use with existing Features the same 80 character backlit Dead front cabinet door with clear sensor and base. Provides one Form C LCD display keypad and firefighters window to limit access to the FACP. contact. keyswitch as the 5820XL.5860 is gray and 5860R is red. RBB SD505-ADH Remote battery box accessory cabinet. Duct housing that detects smoke in 5815XL Signal Line Circuit Expander Use if backup batteries are too large to HVAC ducts. The SLC expander is used to add more fit into FACP cabinet. Dimensions: SD505-ADHR addressable devices to the IntelliKnight Iii°W x10- H x 6' D system. 5820XL supports three 406 Duct detector base with relay. Provides 5815XLs. Each 5815XL can support ( mm W x 254 mm H x 152 mm D ) Form C alarm contact. For use with 127 devices. SD505-DTS SD505-APS and SD505-AIS sensors. Remote test switch. Used with Compatible with SD505-DTS remote 5895XL Intelligent Power Module Adds 6 amps of power, 6 Flexput I/O SD505-ADHR.Provides remote key test switch. operated test function and annunciation SD500-PS/SD500-PSDA circuits and 2 Form C relay circuits to a of detector alarm. 5820XL system. SD500-PS is a single action pull station and SD500-PSDA is a dual action pull 5496 Intelligent Power Module station. A 6 amp notification power expander that provides four power-limited notifi- cation appliance circuit outputs. S I[ j:' i' This document is not intended to be used for installation purposes.We try to MADE IN AMERICA Iti% I IT keep our product information up-to-date and accurate.We cannot cover all �' specific applications or anticipate all requirements.All specifications are FORM#350210 Rev E,04/06 subject to change without notice.For more information,contact Silent Knight 7550 Meridian Circle Suite 100,Maple Grove,MN 55369-4927. Copyright©2006 Silent Knight Phone:(800)328-0103,Fax:(763)493-6475. lnt:elliKnight&JumpStart are Registered Trademarks of Silent Knight Flexput is a Trademark of Silent Knight FIRE SYSTEM ACCESSORY _ 5496 Intelligent � ' Power Module * iUL 2 0 2007 p r f ..irk tr. RF ,",t namic combination of power and co,,,,,, intelligence for your notification expansion needs. a' APP- 14 The Model 5496 Intelligent Power Module by Silent Knight is the most- •- , . - ti powerful and cost-effective power supply available today. It delivers 6 amps —, t. i of notification appliance circuit power and built-in synchronization for appliances from Gentex®, System Sensor®, Faraday.AMSECO and Wheelock® — what you need to drive power-hungry components like ADA notification appliances.The 5496's advanced microprocessor design is years ahead of the competition. Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies. For the most sophisticated and cost-effective notification power supply available, you need Model 5496. Call Silent Knight today for more information at 1-800-446-6444. Model 5496 • 3 amps per output circuit Intelligent Power Module • Ground fault detector The model 5496 is a 6 amp notification • Communicates to the FACP via 4- power expander that provides its own wire SBUS (wire runs up to 6000 ft) AC power connection, battery charging • AC loss delay option shuts off power circuit,and backup battery for use with to non-essential high-current fire and security controls such as the accessories like magnetic door IntelliKnight Model 5808 Fire Control holders /Communicator.The 5496 is the cost- • Lightweight design adds to ease of effective solution for powering installation and reduces shipping notification appliances required by the costs Americans with Disabilities Act(ADA). UL 864 1481 & 1971 listed The 5496 has built-in ANSI cadence • ANSI Cadence pattern output pattern,which can upgrade older control panels that lack cadence capability built-in capability.The Output circuits can be Specifications programmed as Notification Appliance AC Input 120 VAC at 2.7 A Circuits,or as Auxiliary Power Output: 24 VDC at 6 amps CO (configurable for,constant,resettable, or door holder power). Current: Model 5496 Intelligent Features A aarm 1160m ndby A Power Module • UL Listed for 6 amps of notification power Notification/Aux. Power circuits: 4 Ambient Temp.: 32°to 120°F • Power supply's advanced switch 0°to 49°C mode design reduces damaging Output heat and manages power up to 50% configuration: 2 Class A(Style Z) Dimensions: 12.25'W x 16"H x more efficiently than other systems 4 Class B(Style Y) 3"D(30.88 cm W • Built-in synchronization for (1 Class A& x 40.64 cm H x 2 Class B) 7.62 0 cm) appliances from AMSECO,Gentex , Faraday, System Sensate, and Amps per Approvals: UL Wheelock', circuit: 3.0(6.0 amps total) CSFM • 24 VDC filtered output voltage Notification p g MEA 429-92-E vol.XIV • Four power-limited notification circuit output 20.4 to 27.3 VDC outputs;2 Class A or 4 Class B,or 1 . 3.0 amps each, 4.7 kit EOL Class A and 2 Class B resistor required • NACs are programmable as on each Class B Notification Appliance Circuits, or as circuit '--., I auxiliary power to be used asBattery charging )N. , _( ,1 ( constant, resettable,or door holder capacity: 33.0 AH z - power FIRE SYSTEM ACCESSORY Firepower 5496 Distributed Power Module Engineering Specifications The contractor shall supply a power module compatible with the Silent Knight FACP. The power module must have 6.0 amps of output power.The power module shall connect to the main FACP via an RS 485 system bus (SBUS). The Outputs shall be programmable as Notification Appliance Circuits, or as Auxiliary Power (configurable for,constant, resettable, or door holder power). The power module shall have four separate outputs. The power module RS 485 bus shall be optically isolated providing ground loop isolation and transient protection. • 441 Compatible FACPs IntelliKnight 5700 IntelliKnight 5808 IntelliKnight 5820XL i I I N., I This document is not intended to be used for installation purposes.We try to MADE IN AMERICA keep our product information up-to-date and accurate.We cannot cover all s ecific applications or anticipate all p pa requirements.All specifications are FORM#350387 Rev C,2/07 subject to change without notice.For more information,contact Silent Knight 7550 Meridian Circle Suite 100,Maple Grove,Mn 55369-4927. Copyright©2007 Silent Knight Phone:(800)328-0103, Fax:(763)493-6475. INTELLIKNIGHT ACCESSORY 5860 Remote Annunciator 51 JUL i 2007 BREMERT0i, ` MMBriTh! the, power to control an IntelliKnight �� �- 9 fire alarm control panel to every area within your facility. = ,.. "- Now you can operate and program your IntelliKnight system from up to eight locations throughout your facility. The 5860 remote annunciator '4=-4 z 4_ provides the same advanced, easy-to-use interface found on the IntelliKnight panel's built-in annunciator. The 80-character display and ergonomically designed keypad allow for simple and error-free system operation.All operations—including reset, silence, detector status checking,fire drill,and programming—are identical. Access to the system is through a firefighter's key or an access code. For security,a special installation code is needed for programming functions.The 5860 connects to the IntelliKnight panel via the RS-485 system bus. Wire runs can be up to 6000 feet from the panel. For more information about the IntelliKnight system,or to locate your nearest source, please call 1-800-446-6444, or in Minnesota, call 763-493-6435. Description • Available in red or light gray Features include an 80-character • Support for simultaneous use of backlit LCD providing easy-to- multiple 5860s understand system messages.The • RS-485 interface to panel annunciator is ergonomically 9 Y • Operation and appearance is designed with over-sized buttons identical to 5860 built-in for the most frequently used annunciator features, like Reset and Silence. • On-board piezo sounder audibly 21111 in addition to status messages indicates alarms,troubles, and supervisories displayed on the LCD, there are five LEDs for alarm,supervisory, • Five status LEDs for alarm, supervisory, trouble, silence and trouble, silence, and AC power AC power conditions 5860 status. • Wiring lengths up to 6000 ft.from The annunciator is available in gray the FACP(depending on wire Color to match virtually any decor and gauge and number of devices on 5680R: Red red for applications where the SBUS) 5680: Gray annunciator must stand out. The • UL listed, complies with NFPA 72 • CSFM approved Environmental annunciator enclosure can beOperating Temperature: 32°F– surface or flush mounted.A trim Electrical Specifications 120°F (0°C–49°C) ring kit is available for surface Operating Voltage: 24 VDC Humidity: 10% –93% non- mounting. Standby Current: 20 mA max condensing Features Alarm Current: 25 mA Approvals • 80-character backlit LCD display Wiring Distance: 6,000 max.from NFPA 72; UL Listed; (4 lines with 20 characters on FACP (depending on wire gauge CSFM 7170-0559: 135; each line) and number of devices on the MEA 429-92-E Vol. IX; • Tactile and audible feedback SBUS) FM Approved • Accepts user codes or fire fighter's key Max Per System: 8 • Larger keypad buttons for system Mechanical Specifications 121 SILENT reset and silence Physical 9.1"W x 7.4" H x 1.5" D KNIGHT • Install up to eight 5860s per (23.1 W x 18.8 H x 3.8 D cm) FACP oy Honeywell Shipping Weight: 2.8 lbs(1.3 kg) INTELLIKNIGHT ACCESSORY 5860 Remote Annunciator FIALA Engineering Specifications The main control must have a built-in annunciator and must support up to eight remote annunciators. Remote annunciators shall have the same control and display layout so as to match the appearance of the built-in annunciator. Remote annunciators shall be available in two colors, red or light gray. Remote annunciators shall have identical functionality and operation as the built-in annunciator.All annunciators must have an 80-character LCD display and must feature five LEDs for: General Alarm, Supervisory, System Trouble, System Silence, and System Power. All controls and programming keys are silicone mechanical type with tactile and audible feedback. Keys have a travel of .040 inches. No membrane style buttons will be permissible. The annunciator must be able to silence and reset alarms through the use of a code entered on the annunciator keypad or by using a firefighter's key.The annunciator must have two levels of user codes that will limit the operating system programming to authorized individuals.The control panel must allow all annunciators to accommodate multiple user input simultaneously. 111. Wire Runs Up to 6000 Feet From FACP _ SIM ' SBUS a di a 5560 5860 5860 Up to Eight 5860s Per System Compatible IntelliKnight FACP Compatibility Ordering Information Accessories IntelliKnight 5820XL FACP 5680R Remote Annunciator 5860TR Red Trim Ring IntelliKnight 5808 FACP Four line LCD annunciator with 20 For surface mounting. characters per line. Red. IntelliKnight 5700 FACP 5860TG Gray Trim Ring 5680 Remote Annunciator. For surface mounting. Four line LCD annunciator with 20 characters per line. Gray. SILENT This document is not intended to be used for installation purposes.We try tolit it MADE IN AMERICA KNIGHT keep our product information up-to-date and actuate.We cannot cover all specific applications or anticipate all requirements.All specifications are FORM#350224 Rev C,05/06 subject to change without notice.For more information,contact Silent Knight by Honeywell 7550 Meridian Circle Suite 100,Maple Grove,MN 55369-4927. Copyright O 2006 Silent Knight Phone:(800)328-0103,Fax:(763)493-6475. INTELLIKNIGHT ACCESSORY SD500-PS and SD500-PSDA 4.---] Li Addressable Pull-Station / .s_ JUL ' u QUO! - BREMERTON-D� ; ,)i- • OMMUNITY DE,/,:i_a;•F,; , r IntelliKnight's addressable pull stations _ combine fast response with pin-point location ID. The SD500-PS and SD500-PSDA are a single action or dual action addressable manual fire alarm pull station for use with Silent Knight's lntelliKnight fire control panel. Extremely easy to operate, the SD500-PS/PSDA provides a fast and practical means of manually initiating a fire alarm signal. The lntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. The SD500-PS/PSDA mounts to a single gang box and features a rugged metal construction that lasts and lasts. Combine all this with the features you've come to expect from Silent Knight- easy installation and stable operation - and it adds up to a flexible solution for all your fire protection needs. Model SD500-PS & • Extremely easy to operate SD500-PSDA • Corrosion-resistant gold-plated Addressable Pull • contacts. ' �, , y. • Reflective label makes it easier Station to locate in low light f The SD500-PS is a single action Operation addressable fire pull station, and The SD500-PS/PSDA single action < the SD500--PSDA is a dual action pull stations are operated by a pull t.r 8c .% addressable fire pull station.The on the front pull cover of the SD500-PS/PSDA feature rugged station. A plunger switch, wired to metal construction A terminal strip a self contained addressable ] on back of the pull station allows module, is released as the pull FIRE interconnection of the pull station to station opens to initiate the alarm. N the SLC of an lntelliKnight control Once operated, the cover hangs panel. The SD500-PS/PSDA is down and can be seen up to 100 ALARM designed for indoor use in non- feet away. The pull station is reset explosive environments. The by returning the front cover to the normally open initiating point normal upright position and contacts are gold-plated to avoid relocking the station with a reset 7---'4•41k 01/4.1 risk of corrosion. The SD500- key. The reset keys are the same 'i,l k.\IGII1 PS/PSDA has been tested byUL . _.. keys used on Silent Knight Y 9 for compliance to the requirements enclosures. of the Americans with Disabilities The SD500-PSIPSDA includes a ACT(ADA). status LED which blinks, indicating SD500-PS Features that the addressable module is Ambient Temperature: 32'F to 120°F • UL Listed communicating with the loop.The (0°C to 49°C) • CSFM listed status LED lights continuously Mounting: Single gang during an alarm. A dip switch on box - • ADA compliant the addressable module is used to Optional Red Surface Mount Box PS-SMBB • Key reset (Same key as Silent set the unique address. Knight enclosures) Specifications • Surface mount back box available Operating Voltage: 24VDC SILENT Standby Current: .55mA410 KNIGHT • Terminals -accept up to 14 Alarm Current: .55mA gauge wire INTELLIKNIGHT ACCESSORY • , SD500-PS and SD500-PSDA Addressable Pull-Station2 Engineering Specifications Manual pull station shall be addressable Module SD500-PS/SD500-PSDA. Equipment shall be made of 14 gauge C.R.S.(Cold Rolled Steel), painted with a red enamel .The label shall contain the words Fire Alarm and be made of a reflective material embossed text 3/8 inches tall. Operating instruction shall be clearly visible on the same label. Manual station Shall contain a key operated test and reset lock using a lock plate actuator, the key shall match the control panel. Manual station shall contain four terminal blocks with two connected to the addressable module and two connect to the SLC loop. Manual station shall provide data to the control panel with an ID address programmed by dip switch settings . Manual stations shall be Underwriters Laboratories Inc. listed and installed within the limits defined in the American Disabilities Act. ti ■i 1 SCtiniS SIC•a rwZP SLC. Wiring 3- 2 ta- _I I I Mounting to Single Mounting to Optional I Gang Electrical Box Surface Mount Box Us 1'16' SD500-PSDA - I 1 Ekcbicel 8a.most be Installing SD500-LK Dimensions Mtaetl.tt2 Dees, SILENT it KNIGITT 7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN AMERICA 800-446-6444 or in Minnesota 763-493-6435 FORM#350342,Rev.09/03 FAX:763-493-6475 World Wide Web: httpilwww.silentknight,com Copyright O 2003 Silent Knight INTELLIKNIGHT ACCESSORY Addressable 4.,.-•Lr ,,� Photoelectric Type ,:. In Smoke Detector is•v ' - zr- Detect smoldering fires quickly and get., help fast with IntelliKnight® photoelectric it smoke detectors. IntelliKnight addressable photoelectric smoke detectors are the clear choice for commercial settings where smoldering fires are a threat. In addition to accurately detecting a smoldering fire, each SD505-APS photoelectric detector has a unique address,which is recognized by the IntelliKnight panel. No precious seconds are wasted in determining location of an alarm. The SD505-APS compensates automatically for contamination in the environment,And detector testing is simplc even from a remote site. Like other IntelliKnight detector models, the SD505-APS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight smoke detectors—easy installation, stable operation, RFftransient protection, and vandal-resistant locking—and it adds up to a flexible solution for all your fire protection needs. Model SD505-APS The light received is converted into Analog/Addressable an electronic signal. Under normal Photoelectric Type conditions, the status LED blinks Smoke Detector approximately every 15 seconds, The SD505-APS is particularly indicating that the head is suited to detecting dense smoke communicating with the loop.The typical of fires involving materials LED lights continuously during the such as soft furnishings, plastic, alarm period. foam or other similar materials Features which tend to smolder and produce • Low profile, 2 inches, including SD505-APS Smoke Detector large visible particles. base Specifications The detector features automatic • Simple and reliable addressing Operating Voltage: 17-41 VDC compensation for contamination without mechanical switches Current Consumption: and a simple detector calibration • Automatic compensation for test procedure that can be run from sensor contamination Standby: .55 mA the panel or remotely(using the • Built-in fire test feature Alarm: .55 mA Windowsw based downloading • Simple detector calibration Ambient Temperature:32°F to 120°F software). testing through the control panel (0°C to 49°C) Operation or remotely through a Mounting: 4" Square,4" The SD505-APS units made up of WindowsT based computer OCT, Single an LED light source and a silicon software. gang mud ring photo diode receiving element. In a • Vandal-resistance locking Relative Humidity: 85% normal standby condition,the features noncondensing receiving element receives no light • Field cleanable Air Velocity: 0-300 FPM from the pulsing light source. In the • UL listed. meets NFPA 72 Ch 7 event or fire, smoke enters the requirements Compatible Bases: SD505-6AB detector and light is reflected from CSFM approved (Sold Separately) (6" Base) • the smoke particles to the receiving SD505 4AB element. • MEA approved (4" Base) • FM Approved S i i ENT (K t,(--( ; 1NTELLIKMMGHT ACCESSCR" , Model SD505-APS Addressable Photoelectric Type Smoke Detector Engineering Specifications The contractor shall furnish and install where indicated on the plans,addressable photoelectric smoke detector Silent Knight SD505-APS. The combination detector head, and twist-lock base, shall be UL®listed compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with Silent Knight SD505-AIS Ionization Smoke Detector, or SD505- AHS Heat Detector. Base shall be the appropriate twist-lock base SD505-6AB. The smoke detector shall have a flashing status LED for visual supervision.When the detector is actuated, the flashing LED will latch on steady.The detector may be reset by actuating the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SD505-APS shall automatically perform a functional test of the detector.The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. N Diameter=5,`5.1':--,- oi Diameter=3-15!16" II 11 i -}' i I; Height=2 inches, including base +II Vt EVIi.i R Model SD505-6AB Detector Base Model SD505-APS Detector Head (front view) (front view) STUNT This document is not intended to be used for installation purposes.We try to MADE IN AMERICA its KNIGHT keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are FORM#350225 Rev C,.05105 subject to change without notice.For more information,contact Silent Knight by H or ,,.= 7550 Meridian Circle Suite 100,Maple Grove,Mn 55369-4927. Copyright O 2005 Silent Knight Phone:(800)328-0103,Fax:(763)493-6475. • �•T'A�$''[.^`aacrrnfi' ,,. �- .a. � .s3 �C` ",�•:„�"bc�.ws,.. ..:. m4�S' -�s ,t rail+'"'s�,r"�r 'f ''Zt.—z..•,.w—; .Nc. -::< '... • Electromagnetic ;;_ _ Door Holder ._�.� � �' ' L-=- • JUL202007 ` ^ LOPp� % BREMERTON-r' COMMUNITY DEVCLP I OF `NT 1508 Series Die cast metal construction The 1508 Series electromagnetic door holder is a high quality device Powder epoxy aluminum finish for use with single doors. The electromagnet assembly is designed Mounting hardware included for surface wail mounting and operates on 24V AC/DC or 120V AC. The electromagnet is designed to be surface wall mounted inside a '>= standard single gang outlet box(supplied). Field wiring connections UL Listed are made to the electromagnet inside the electrical box. The catch FM Approved plate assembly may be mounted to the door either by through-bolting or by using the concealed surface mounting plates. Designed to be used on self-closing,swinging doors to automatically 25 lb (11.3kg) minimum holding isolate an area when activated by fire alarm,smoke detection or sprin- force Icier systems.Can also be operated by manual control—wherever the instant closing of doors is necessitated for safety or for convenience. Hospitals—for stairwell doors,room doors,long corridors,schools— exit door(doses all doors at once by pushbutton control);offices(in- stant privacy by pushing a button on your desk),nursing homes and public buildings. The 1508 Series door holder is an auxiliary device designed for wall mount applications that require holding single doors. 1500-1 1.5'Extension Kit(see pg.12-67) 1500-2 2'Extension Kit(see pg.12-67) 1500-7 7'Extension Kit(see pg.12-67) 1500-12 12"Extension Kit(see pg. 12-67) CS2595-5 Catch plate kit-short CS2598-5 Catch plate kit-long 90 Fieldstone Court Cheshire, CT 06410 •Ph: 203.699.3300 Fx: 203.699.3108 copyright 2044 Edwards www.edwards-signals.com _tom a %1: �:€ T4 ; - � :;11 3. � vi II , ggik s *��fir .-,*--,t-..---: .txs� � t _ -,,:,.-5,,,,..1„..1,,,..:i _ ris%t�:^` vr�y _R- . L� �v.J`�lYs: ..�.. 'a ,%/ . -. .. ..-w ;e�'?fb.* ���ti�;L.:.�?✓:vm�. .".`.>?. mss,e_�. '�..�.s:`c,,-•-.�.:-c �� .�... T��.^{>'".fi���- -t:r.;�;'�+;.'vr .�... .r .. I.' 2 7116" , 2 314` (62mm) (70mm) 1 1 518° (67mm) 4 18' ''.\ ® f. Miall I Ifl ISIINttttftltttttII!J814--- k „ (117mm) . all (4s1az) Nlttltlttfft#IttlHttttftlNtl ` ii 1508-AQN5 24V AC* 0.015 24V DC 0.015 120V AC 0.015 *60Hz 2 90 Fieldstone Court Cheshire; CT 06410 JE i'Copyright 2004 Edwards -_. Ph: 203.699.3300 Fx: 203.6699.3108 _- N www.edwards-signals.com --- c L' JUL 2 0 2007 - BREMERTON-D COMMUNITY DE"/RL, Selectable Outputtlik At Horns, Strobes, and Horn/Strobes SpectrAlert°Advance selectable-output horns,strobes, and horn/strobes are rich with features guaranteed to cut installation times and maximize profits. SPECTRAlert The SpectrAlert Advance series of notification appliances is Features designed to simplify installations,with features such as plug in •Electrically compatible with existing SpectrAlert products desians,instant feedback messages to ensure correct installation of individual devices,and 11 field-selectable candela settings for wall 'Automatic selection of 12 or 24 dolt operation at 15 and 15/75 and ceiling strobes and horn/strobes. candela •Plug-in design When installing Advance products,first attach a universal mounting -Field selectable candela settings on wall and ceiling units:15,15/75, plate to a four-inch square,four-inch octagon or double-gang 30,75,95,110,115,135,150,177,185 junction box.The two-wire mounting plate attaches to a single-gang •Same mounting plate for wall-and ceiling-mount units junction box. •Shorting spring on mounting plate for continuity check before Next,connect the notification appliance circuit wiring to the SEMS installation terminals on the mounting plate. 'Tamper resistant construction •Outdoor wall and ceiling products rated from-40°F to 151°F Finally,attach the horn,strobe or horn/strobe to the mounting plate -Design allows minimal intrusion into the back box by inserting the product's tabs in the mounting plate's grooves.The •Horn rated at 88+dbA at 16 volts device will rotate into position,locking the product's pins into the mounting plate's terminals.The device will temporarily hold in place 'Rotary switch for horn tone and three volume selections with a catch until it is secured with a captured mounting screw. •Outdoor products UL listed to UL 1638(strobe)and UL 464(horn) outdoor requirements The SpectrAlert Advance series includes outdoor notification •Outdoor products rainproof per UL 50(NEMA 3R) appliances.Outdoor strobes and horn/strobes(two wire and four wire)are available for wall or ceiling.Outdoor horns are available for •Compatible with MDL sync module wall only.All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Agency Listings iSMlali ® 7125-16511M{l:C BEA �O) .;31 105 � 1 7lz apPrreved =Z.= ..,c._ LISTED APPROVED lI T3!-,1„3-12.4^ ;.ryS,C.... . S40'l 555,2 1:3593 • UL Current Draw Data Iii Max.Strobe Current Draw{tnA RMS) tiL Max,Nom Current Draw(mA RMS) 8--17.5 Vii . _'lot 8..17„5 Volts 16,-33 Vo#s Candela DC -.. - 1=56'R c-eunr1 r:'.'teYn :-8 DC FW 5818 Standard 15* 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75* 142 148 77 81 Temporal Medium 44 49 58 69 30* NA NA 94 96 Temporal Low 38 44 44 - 75* NA NA 158 153 Non-temporal High 57 56 69 75 95* NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-tempora! Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 135 NA NA 228 207 Coded Medium 44 51 56 69 f::.,-.....:1-,;i:: 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 2_-:. DL ._... 19 15179 9 Tempora!High 137 147 79 90 107 176 194 212 218 Temooral Medium 132 144 69 80 97 157 182 201 210 Tempora!Low 132 143 66 77 93 154 179 198 207 Nontemporal High 141 152 91 100 116 176 201 221 229 Non-temporal Medium 133 143 75 85 102 163 187 207 216 Non-tempora!Low 131 144 68 79 96 156 182 201 210 FWR input Temporal High 136 155 88 97 112 168 190 210 218 Tempora!Medium 7g 152 78 88 103 160 184 202 206 Temporal Low .29 151 76 86 101 160 184 194 201 Non-ternpora!High 142 161 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 110 166 189 208 216 Non-tempora!Low 132 154 80 90 105 "6` 184 202 211 �s :^:" - ? t ^. R c,t ys�s�� Sa -rte qKt3 f�'-m"� 1H _ _ DC input 135 150 177 -_._ F't+V1}R input 15: 7 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-temporal High 255 270 303 309 Non-temporal High 233 248 275 281 Non-temporal Medium 242 259 293 299 Non-temporal Medium 219 232 262 267 Non-temporal Low 238 254 291 295 Non-temporal Law 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed candela '-'4:..—. =y » -"' :.v:_ 3. w z ratings must be reduced in accordance with this table. '"- f ._.._,._ .�3> -.t?ut uf'(cd}- - _ ... - S it .-. .. ,.,•,.nt firterhoi•.: ris Position So;.n..fi .e4'i} 7C DC: FWR 1c 5 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 32°;" 2 Temporal Medium 74 74 80 80 86 86 96 96 30 3 Temporal Low 71 73 76 76 83 80 94 89 75 414 Non-tempore: High 82 82 88 88 93 92 100 100 95 70 5 Non-tempora; Medium 78 78 85 85 90 90 98 98 110 ',10 6 Non-temporal Low 75 75 81 81 88 84 96 92 115 115 71 Coded High 82 82 88 88 93 92 101 101 135 135 81 Coded Medium 78 78 85 85 90 90 97 98 150 150 91 Coded Low 75 75 81 81 88 85 96 92 177 177 15ettings 7,8,and 9 are not available on 2-wire horn/strobe. 185 185 Ae=-0395-.2X)3 SpectrAlert Advance Specifications •Kar+.-'-' `si.'R:M.`?..moi".ta -• General SpectrAlert Advance horns,strobes and horn/strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box or double-gang back box Two-wire products shall also mount to a single-gang 2 x 4 x 134-inch back box A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync•Circuit Module accessory,shall be powered from a non-coded notification appliance drcuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt rated notification appliance circuit outputs shall operate between nine and 175 volts;24-volt rated notification appliance circuit outputs shall operate between 17 and 33 volts Indoor SpeectrAiert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC,or full-wave rectified,unfiltered po er supply.Strobes and horn/strobes shall have field-selectable candela settings including 15,15/75,30, 75,95,110,115,135,150,177,185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective serrice.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn/Strobe Combination The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The hom/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three-pattern and a non-temporal(continuous) pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on hom/strobe models shall operate on a coded or non-coded power supply. Outdoor Products SpectrAlert Advance outdoor horns,strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit.The products shall be listed for use with a System Sensor outdoorlweatherp.roof back box with hall inch and three-fourths inch conduit entries. 5ynchranizaticn Module The module shall be a System Sensor Sync•Circuit model MDL listed to UL 464 and shall be approved for fire protective service,The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn/strobe models over a single pair of wires.Toe module shall mount to a 4"1/46 x 4746 x 21/4-inch back box.The module shall also control two Style Y(class 8)circuits or one Style Z (class A)circuit The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.i he module shall not operate on a coded power supply. Standard Operating Temper 32"Fto124'F(0"Cto49°C) -40"F to 151°F(-40"C to 66"C) Rang 10 to 93%non-condensing(indoor products) Stia);-..,,c Slash uRate 1 flash per second 'c+, i 1 i„•ge Regulated 12DC/FWR or regulated 24DCJFWR' ...N ri,lr• 8to175V(i2Vnominaor16to33V(24nominal) input terminai wire gages- 12 to 18AWG rilir e r?cutui eU er.SiOo it iuci; .}t (?r 613-diameter x 25”high(173 mm diameter x 64 mm high) Wall mount dimensions(including lens) 5.61x 4.7'4V x 25-D(142 mm L x 119 mm W X64 mm D) dimensions 5.61_x 4.71W x 13-D(142 mm L x 119 mm W x 33 mm D) i-mountdir±tensiortst 591x51Wx22O(151mmLx128mmWx56mmD) 7.1-diameterx 2.25-high(180 mm diameter x 57 mm high) +...:,:'•• A a�,,r 5.71_x 5.1•W x 2.0-D(145 mm L x 130 mm W x 51 mm D) z:':: 7.1"diameter x 2.0-high(180 mm diameter x 51 mm high) 1.Full Wave Rectified(FWR)voltage is a non-regulated,time varying power source that is used on some power supply and panel outputs. 2.R S,FC,and SC products will operate at 12V nominal only for 15 and 15/75 cd. a05-0395e . . . - SpectrAlert Advance Dimensions 1177-511_, Dia. illirenn. : __Eli ilimi'''' ---- Mi ____, 111111111111111 2.5' -• %. 1101 5.6' . •'1'11\''',: ).;bl, V c. ):' - -'''''//' ' 1 •- -I.:-...-,'">/' 11114-f__111111 Alli frk 7.1' LIT 0-2.25--.4 I 1 2.0- Dia. 5.98-I -Q iI .-2-3-1 14k2 Wall back.box skiFt .._,.-..,i-.1.4 ack box.-.-: SpectrAlert Advance Ordering information ... .. .-Li4=lalz•,‘,u., ,,r7;:,... . ----:'-:-..',--:'. ..-:.: .. *too: --.i•HorniStrobc:,: Ceging I-tom /Strobes f contd.) P2R4trilffigHorn/Strobe,Standard ed*,Red POW" 2-wire Horn/Strobe,Standard cd,White .-7 i' 2-wire Ho-- : : : -, , --- PC2WH" 2-wire Horn/Strobe,High cd,White 41110K* 2-wire Hom/Strobe,Standard ed.Re - r PC4R 4-wire Horn/Strobe,Standard cd,Red P2RHK* 2-we riorn/Stroc,,e,High cd,Red,Outdoor PC4R.H 4-wire Horn/Strobe,High cd,Red P2W* 2-wire Hom/Strobe,Standard cd,White PC4RK 4-wire Horn/Strobe,Standard cd,Red,Outdoor P2WH* 2-wire Horn/Strobe,High cd,White PC4RHK 4-wire Horn/Strobe,High cd,Red,Outdoor P4R* 4-wire Horn/Strobe,Standard cd,Red PC4W 4-wire Hom/Strobe,Standard cd,White P4RH* 4-wire Horn/Strobe,High cd,Red PC4WH 4-wire Flom/Strobe,High ed,White P4RK 4-wire Horn/Strobe,Standard cd,Red,Outdoor Ceri;ng.._.,,,:.,•i..)i.!..S P4RHK 4-wire Horn/Strobe,High cd,Red,Outdoor SCR* Strobe,Standard cd,Red P4W* 4-wire Horn/Strobe,Standard cd,White SCRH* Strobe,High eel,Red P40/1-1* 4-wire Horn/Strobe,High cd,White SCRK Strobe,Standard cd,Red,Outdoor mioninimminiumaimp'Ne;S.',iobiir; SCRHK Strobe.High cd,Red,Outdoor SON" Strobe,Standard cd,White SRH" Strobe,High cd,Red SCO/I-1" Strobe,High cd,WrOe SRK Strobe.Standard cd,Red,Outdoor SRHK Strobe,High cd,Red,Outdoor HR Horn,Red SW* Strobe,Standard cd,White HRK Horn,Red,Outdoor SWFI* Strobe,High cd,White 110/ Horn,White Ceiling Pc:rr:,istrobt.s PC2R* 2-wire Horn/Strobe,Standard cd,Red BBS-2 Back Box Skirt Wail,Red 1 PC2RH* 2-wire Horn/Strobe,High cd,Red BBSW-2 Back Box Skirt,Wall,White PORK 2-wire Horn/Strobe,Standard cd,Red,Outdoor BBSC-2 Back Box Skirt,Ceiling,Red PC2RHK 2-wire Hom/Strobe,High cd,Red,Outdoor BBSCW-2 Back Box Skirt,Ceiling,White Notes: •Add'-P'to model number for plain housing(no"FlRE'rnarking on cover),e.g.,P2R-P t Add°-SP'to model nu mir for'FUEGO'marking on cover,e.g.P2R-SP t-*Standard cd:refe-s to strobes that include 15,15/75,30,75,95,110,and 115 candela settings.1-ligh cd°refers to strobes that include 135,150,177,and 185 candela settings. AH outdoor units ending in''ic include a weatherproof back box. -....: -- ...,- -.41, C,2,ML Systern Seasor 3825 Ohio Avenue-St.Charles,IL 60174 .,-,..-xt.spe-1,-..liansubjeo-ocisNwe vsti,,,1 n..^.tiii,s4.syst,,,sr.mr.rog., Phone:800-SENSOR2-Fax:630-377-6495CIA11-.5(..-iriAci:i,t.r,....tron,induil.r,,the Lv.4.5veest.d ti*,1,4a thee A05-0355-M3•12A16.VY.P.5 PRODUCT DATA SHEET � -agr - Controlled Document-Engineering Drive ttt......11l JUL a 2007 1530 Shields Drive Waukegan,IL 60085 atmreff��"��'iBREMERTON-pi_p )t' Toll-Free(800)323-9355 COMMUNITr DE.iE Li!�I' ' '''t Fax:(847)689-1192 PART NUMBER: 98820 DESCRIPTION: 18/2 SOLID FPLR/CMG FT4 CABLE CONSTRUCTION: This cable consists of two bare copper insulated conductors and an overall jacket. APPROVALS: UL Standard 1424 and 444,NEC Articles 760 and 800. APPLICATION: Power Limited Fire Alarm Cable and Communications Cable For Riser Applications Construction Parameters: CableCrossSection Conductor 18 AWG Bare Copper € e \ Stranding Solid Insulation Material Foam Polypropylene Insulation Thickness 0.006"Nom. Insulated Conductor Diameter 0.052"Nom. - � Number of Conductors 2 Lay Length 5.00"Nom. Jacket Material PVC Jacket Thickness 0.014"Nom. Overall Cable Diameter 0.132"Nom. Approximate Cable Weight 16.0 Lbs/1M Nom. Flame Rating UL 1666 Riser Flame Test Electrical Properties: Temperature Rating -20°C to 75°C Operating Voltage 300 V RMS Max. Capacitance Between Conductors @ 1 KHz 26 pF/ft Nom. Capacitance Between Conductors to Shield @ 1 KHz ---- DC Resistance per Conductor @ 2CPC 6.32 Ohms/1 M'Nom. Insulation Colors Black Red Jacket Color Red(Other colors available for minimum order) Legend(Surface Ink Print) COLEMAN CABLE 9882018 AWG 2/C C(ETL)US TYPE CMR/FPLR 75C SUN RES--TYPE CMG FT4 This product complies with European Directive 2002/95/EC(RoHS) On special orders,the customer will accept all factory lengths and+1-10 percent of total order requested. The jacket is sequentiallyfootmarked. The information presented here is,to the best of our knowledge,true and accurate. Since conditions of use are beyond Coleman Cable's control,all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable or confer any rights on any customer The sale of product(s)is conditioned upon acceptance of a purchase order subject to Coleman Cable's standard terms and conditions contained therein,including without limitation Coleman Cable's standard warranty. Coleman Cable disclaims all liability in connection with the use of information contained herein or otherwise. This specification is proprietary intellectual property of Coleman Cade. Any information contained herein shall not be disclosed to any party without written consent of Coleman Cable. Customer Name Date Signed Customer Approval Specification Issue Date:January 18,2007 1-800-323-9355(Phone) Designed By:PEP 1-847-689-1192(Fax) 98820 ®2005 Coleman Cable,Inc. PRODUCT DATA SHEET a= �.J U iJ '� Controlled Document-Engineering Drive Li JUL 2U 2007 r 1530 Shields Drive Waukegan,IL 60085 Toll-Free(800)323-9355 $REMERTOIv Dt Pi OF Fax:(847)689-1192 COMMUNITY DEVELOP(ME;'JT PART NUMBER: 98420 DESCRIPTION: 14/2 SOLID FPLR RED CABLE CONSTRUCTION: This cable consists of two bare copper insulated conductors and an overal jacket. APPROVALS: UL Standard 1424,NEC Articles 760. APPLICATION: Power Limited Fire Alarm Cable For Riser Applications Construction Parameters: Cable Cross-Section Conductor 14AWG Bare Copper ; �x 4::ti) Stranding Solid Insulation Material Foam Polypropylene "� - Insulation Thickness 0.008"Nom. V:•::,---11'''n - Mfg. Insulated Conductor Diameter 0.080"Nom. ;e�x,r ht4:0 Number of Conductors 2 Lay Length 4.00"Nom. Jacket Material PVC Jacket Thickness 0.017"Nom. Overall Cable Diameter 0.194"Nom. Approximate Cable Weight 34.4 Lbs/1 M'Nom. Flame Rating UL 1666 Riser Flame Test Electrical Properties: Temperature Rating -20°C to 75°C Operating Voltage 300 V RMS Max. Capacitance Between Conductors(1 KI-lz 28 pF/ft Nom. Capacitance Between Conductors to Shield ft 1 KHz — Inductance 0.07 uH/ft Nom. DC Resistance per Conductor @ 20°C 2.54 Ohms/1M'Nom. Insulation Colors Black Red Jacket Color Red (Other colors,and stripes avaiable for minimum order) Legend(Surface Ink Print) COLEMAN CABLE 9842014 AWG 2/C(ETL)US(ETL CODE)TYPE FPLR 75C SUN RES This product complies with European Directive 2002/95/EC(RoHS) On special orders,the customer will accept all f twy lengths and r!-10 percent of total order requested. The jacket is sequentially footmarked. Rip cord added under jacket for ease of jacket removal. The information presented here is,to the best of our knowledge,true and accurate. Since conditions d use are beyond Coleman Cable's control,all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable or carter any rights on any customer.The sale of product(s)is conditioned upon acceptance of a purchase order subject to Coleman Cable's standard terms and conditions contained therein,including without limitation Coleman Cable's standard warranty. Coleman Cable disclaims all liability in connection with the use of information contained herein or otherwise. This specification is proprietary intellectual property of Coleman Cable. Any information contained herein shalt not be discbsed to any party without written consent of Coleman Cable. Customer Name Date Signed Customer Approval Specification Issue Date:December 29,2005 1-800-323-9355(Phone) Designed By:PEP 1-847-689-1192(Fax) 98420 02005 Coleman Cable,Inc. PRODUCT DATA SHEET ! D �- Controlled Document-Engineering Drive Atm t U JUL2007 I 1530 Shields Drive /s��/��y�ps�/� /j,� U2 0 Waukegan,3 -9355 L/�//� /P L/1�(//1G��/4 Toll-Free(800)323-9355 Fax:(847)689-1192 BREMERTON_0; - COMMUNITY DE1�/:- PART NUMBER: 98620 DESCRIPTION: 16/2 SOLID FPLR/CMG FT4 CABLE CONSTRUCTION: This cable consists of two bare copper insulated conductors and an overall jacket. APPROVALS: UL Standard 1424 and 444,NEC Articles 760 and 800. APPLICATION: Power Limited Fire Alarm Cable and Communications Cable For Riser Applications Construction Parameters: Cable Cross-Section Conductor 16 AWG Bare Copped`.{ 'r;, Stranding Solid `� :� Insulation Material Foam Polypropylene l � �_ �:j Insulation Thickness 0.006"Nom. Insulated Conductor Diameter 0.063 Nom. , Number of Conductors 2 Lay Length 5.00"Nom. Jacket Material PVC Jacket Thickness 0.014"Nom. Overall Cable Diameter 0.154"Nom. Approximate Cable Weight 22.5 Lbs/1M'Nom. Flame Rating UL 1666 Riser Flame Test Electrical &Enviromental Properties: Temperature Rating -20°C to 75°C Operating Voltage 300 V RMS Max. Capacitance Between Conductors @ 1 KHz 20.6 pF/ft Nom. Capacitance Between Conductors to Shield @ 1 KHz -- DC Resistance per Conductor @ 20°C 4.02 Ohms/1 M'Nom. Insulation Colors Black Red Jacket Color Red(Other colors available for minimum order) Legend(Surface Ink Print) COLEMAN CABLE 98620 16 AWG 2/C C(ETL)US TYPE CMR/FPLR 75C SUN RES--TYPE CMG FT4 This product complies with European Directive 2002/95/EC(RoHS) The information presented here is,to the best of our knowledge,true and accurate. Since conditions of use are beyond Coleman Cable's control,all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable or confer arty rights on any customer. The sale of product(s)is conditioned upon acceptance of a purchase order subject to Coleman Cable's standard terms and conditions contained therein,including without limitation Coleman Cable's standard warranty. Coleman Cable disclaims all liability in connection with the use of information contained herein or otherwise. This specification is proprietary intellectual property of Coleman Cable. Any information contained herein shall not be disclosed to any party without written consent of Coleman Cable. Customer Name Date Signed Customer Approval Specification Issue Date:January 18,2007 1-800-323-9355(Phone) Designed By:PEP 1-847-689-1192(Fax) 98620 C 2005 Coleman Cable Inc. Untitled Document Page 2 of 2 L JUL 2 0 200 f r 1 OC •EMERTON-D,,F ,►'IiPVER PRO DIX :, MUN!T`l DE`'c_':� ;� i I •'�' a ri 4A ! P?. .ot••r tJ - 12 2 L°# ' UtiraTech ar<.air 1 Re.,tr.r=•.pr.a to�,. MH 27774 • 12 V 2 4A h Specifications • NOMINAL VOLTAGE - Cr4A.RGE RETENTION(shett life) • NOMINAL CAPACITY: OHrrateo't =0Ato105V ZaAh 101r rate of 2 22A to 10 Se 22 20 SH'rate.a'4 16A to 10 2V 20 30mantF 1P'?'r aft.e a'1440A1o5€V 14 4Ab t_re.on'.t •WEIGHT?approxi 7¢2 founds ie.ckas LIFE EXPECTANCY: • ENERGY DENSITY i2Q0-4r rate; STAADRY LSE 3 to s yea•[: 1.28M-ficubcc'inch(r7 84Wiiilrtei t CYCLE USE(approx • SPECIFIC ENERGY(20hr rate) ,0e.. depth ot discharge 25Ccycles 16rJ:".'N Fund -ir'.'rH kg! • INTER NAL R EISTANGE OF CHARGED SO deptno!disc rnrge550cyc[es BATTERY ,r 30o depth o'orscnarge 120ecydes rn:niohrTslapp"o" • SEALED CONSTRUCTION: • MAXIMUM DISCHARGE CURRENT: Can be operated sn any positron STANDARD TERMINALS Without leakage 120A amperes •MAXIMUM SHORT-DURATION • HOUSING MATERIAL ABS Rosin D SCHARGECURRENT ti 0A amperes •OPTIONAL -OPERATING TEMPERATURE RANGE: Container and cc:rr made!Torn C-LRi3= to 122 Farr-eRetarcantABS y-15 tr.F�s7 Cn.5,:HARGE -4 F i914G F (U1�S•VLtil 0 is-Z ` Y t-20 toBG.) Dimensions Terminal http://www.adilink.com/ultratech/ 7/18/2007 Fdtl pus t ._ ,, , 'V ' r, ? I -2. g [ 1r \ --w)5 ...- /t ---7k_rq 13ic •* JULu2 0 2OOPERMIT CENTER s 3 CITY OF BREMERTON-DEPT. BREMERTON OMMUNITY DEVELOP", Building Permit Application Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360)473-5275 * Fax(360)_ 473-5278 ' _ Applicant: Owner / Contractor Authorized Agent Site Address: 1. -_5c--43 rCo --`,, ,okc5 1 Ve. CONTRACTOR: .7rx. OWNER: I Address: ?C) )mak D- Address: 1305 \y-oc - toles f' -Vel City, State, Zip: Pr,c -, C cc o. rd c15s (cCity, State, Zip: cnme - \t:; G .3\C;- License# & Exp. Date: ) i T L\ -#-Gg2 mcg Phone#: ( =- :c ) -7 7- -I ate)a Contact Name: r-\\ --4-_,I,_),_"\-(.,r- Authorized Agent Name: Contact Phone#: ('io ) S15 "79q Address: Tax ID/Parcel #: 3C'( -15- Cc c;),--1- - c..i. City, State, Zip: Phone#: What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR NEW DUPLEX NEW MULTI-FAMILY NEW MANUFACTURED HOME TENANT IMPROVEMENT n RESIDENTIAL REMODEL n NEW GARAGE/CAR PORT RESIDENTIAL ADDITION NEW ACCESSORY BUILDING RESIDENTIAL REPAIR NEW SIGN I NEW COMMERCIAL STRUCTURE DEMOLITION COMMERCIAL REMODEL GRADING(Cubic Yards: ) COMMERCIAL ADDITION ( OTHER: \c e AN cx r---, IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO 1 Scope of work proposed: ` 14 la( [Y n S I C-LUC4_-tt o Square Footage: Dwelling: Garage: Decks: Valuation Plan Review Fee Permit Fee Surcharge Total Fees ra , c 80 'o6V ; S `'c- d 0'1 Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the appliearrtt zen revented acti•- -- being taken. No applicant shall be extended more than once. In order to renew action on an application r er expiration, a applicant shall r.,submit plans and pay a new plan review fee. • Bremerton Fire Department Fire Alarm Submittal Requirements: FM Office Designers Required Plan Components Review Review of required plan details This check list is required for alarm submittal Correct Address Shown / Fire Alarm Designers Name, Qualifications, Phone number and ✓� Email address. Installers Name,Phone number and Electrical Lic# Project Narrative to include: / -Scope of work -Type of panel to be installed -Number of NAC's -Number of SLC's ✓/ Ceiling heights 7 - Room descriptions / Accurate depiction of finished site / Device✓Zone map submitted w/plans LV ,,!1"%"etailed Device Legend ✓/Wiring Diagram w/wire type and gauge shown or indicated iparate drawings for pre and post work iV Ceiling construction showing all beams/joists/slopes etc shown /All device cut sheets/manuals/documentation attached with vsubmittal, including wire i�,Plan drawn to scale North indicated on Plans ,/,3-Copies of Plans }-Copies of Battery Calculations ✓ I Copy of Signed Contract with Customer All items on this list are mandatory plan components for review. No exceptions will be made. This checklist must accompany your submittal;your submittal will be refused without it. This checklist required for all fire alarm plan reviews. Use this checklist to ensure you have provided (dequate detail to complete . plan view. If your plans do not include these items,revised plans will be required. aI pt Si! get" _ Date: -1 1-1 I0( Print: { I C I Title: r)`-�c I r . By signing above,the designer/submitting contractor is promising a complete and honest submittal packet. te) 12/06 wE ( b4 C_ ) 'rig Liz Kitsap County Assessor's Property Report Page 1 of 1 Property Report Tax Account No. Process No. Situs Address 3975-000-027-0004 1496330 1305 IRONSIDES AVE Property Class: 680- Educational services Parcel Information Tax Code Area: 0010 # of Buildings: 1 Jurisdiction: BREMERTON Acres: 1.59 Sec-Twp-Rng: 13 24N 1E Zoning: City Neighborhood: 8100507 Account Status: A - Active Taxpayer Information Name: NEW LIFE ASSEMBLY OF BREMERTON Mailing Address: PO BOX 427 BREMERTON WA 98337 http://kcwppub2.co.kitsap.wa.us/pls/ilisw/lis.online_lis_info pkg.acct info?p in_rp_acct_... 7/20/2007 Parcel Locators Page 1 of 1 le '. , . K I TSA P COUNTY ir.,..,.. .. ..., mittratmrcor GEOGRAPHIC INFORMATION SYSTEM r I .,., '� i1 ',= Information Service - -` , r 614, Division Street.. Port Orchard,WA 91 Voice:360.337.4435 Applications Parcel Search KITSAP COUNTY PARCEL SEARCH Hazard Locators ' I I i l t l ; " --j Zoom to an area: Select A� Voter Information - i , I 3 5. Maps&Data i re I _ - Map Library rrt Download Data .-._ 4 -- Section Downloads f �,,� ..,_ �. __. �...... 4 Data Change Request ' s , . i Resources . What is GIS? r . Quick Facts — -�-- * r,. Site Mapv Related Links -----1 � - Search by Tax Account ) A full or partial tax account number may t GIS Home �_. I • 1 �iij __ I Contact Us µ Location - 7.:7,-i--` Search by Address Directions r ""I ( ,-- Do NOT enter Street Direction(E,W,N,S) Parking Comments Blvd.,etc.).A list of potential matches wil -3 3 .4_ f r --- 1 ' '1NNAM1H L1 > Search by Taxpayer NEW I 1 SEMBLY OF BR Enter last name first or a partial name. EM ER'1A7 N j 3975-000-027-0004 - - __ Copyright©Kitsap County 2006 i J1 ; Tax assessment and valuation 360.337.7160 Retre:_h Show 2005 1, questions: Tax payment questions: 360.337.7135 l.eg e n Sho\ Building and zoning questions: 360.337.7181 print Sh( Application support: 3.6.0,337,4435 Last Updated: Copyright©1995-2007 Kitsap County GIS.All rights reserved. May 24,2007 Privacy Policy Disclaimer Comments/email tR to '".' .- "D Ls -I) http://kcwppub3.co.kitsap.wa.us/ParcelSearch/map.asp?Cmd=ZOOMOUT&APAN=&PID... 7/20/2007 :... CITY OF BREM ERTON Receipt Number "' BCD07=Q€77 t7 DEPARTMENT OF COMMUNITY DEVELOPMENT ','"+t xC3N 345-6th Street,Suite 600,Bremerton,WA 98337-1873 BREMERT (360)473-5275 Fax:(360)473-5278 Payer/Payee Name:INTELLI SYSTEMS Trans Original Fee Amount Fee Permit# Parcel Fee Description Code Amount Paid Balance BB07 00545 3975-000-027-0004 Plan Review Fee 1/4580 $280.57 $280.57 $0.00 Total: $280.57 1 CHECK 3873 $280.57 Total $280.57 Previous Payment History L ceipt# Receipt Date Fee Description Amount Paid Permit# Parcel ; genpmtrreceipts Page 1 of 1 • City of Bremerton PERMIT NUMBER: BFI9 00055 i ? Fire Department DATE ISSUED: 05/08/2019 Y atFx o ��, 911 Park Avenue,Bremerton WA 98337 SITE ADDRESS: 1305 1RONSIDES AVE BR RTON (360)473-5380 Fax:(360)473-5461 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: CITY Name Phone Address Access Code APPLICANT: INTELL1-SYSTEMS INC 360-895-7995 PO BOX 592 7NPIU-YXEHS PORT ORCHARD,WA 98366 OWNER: NEW LIFE ASSEMBLY OF 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON BREMERTON,WA 98310-4924 CONTRACTOR: INTELLI-SYSTEMS INC 360-895-7995 PO BOX 592 7NPIU-YXEHS PORT ORCHARD,WA 98366 OWNER EMAIL: SUBMITTED: 05/012019 APPROVED: 05/08/2019 EXPIRATION: 11/04/2019 STATUS: ISSUED VALUATION: $2,000.00 Fire Alarm Modification DISCOVERY FELLOWSHIP-Emergency replacement of fire alarm panel DISCOVERY FELLOWSHIP-Emergency replacement of fire alarm panel Technology Fee $4 00 Plan Check $52 00 BID PRICE2 $80 00 TOTAL FEES: 5136.00 Inspection Requests: Fire Inspections (360)473-5385 It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements 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 granting ofa permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction 7 SIGNATURE OF OWNER OR AGENT: /' . PRINTED NAME: _ &�13 I-0 T, DATE: 5,/,5/ CONDITIONS By applying for this permit,the applicant has granted to the City of Bremerton the right to enter the above-described location at reasonable times to inspect the proposed,in-progress or completed work performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations.Should such entry be refused,all authorizations and approvals contained in this permit shall be immediately suspended and any work performed under the permit shall immediately cease until authorized in writing by the City of Bremerton. Work performed in violation of this condition shall be considered to have been performed without the approval of the City of Bremerton.The City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by Mountjoy.Margret on:05/13/2019 11.05 AM Page 1 of 3 City of Bremerton PERMIT NUMBER: BF19 00055 IFire Department DATE ISSUED: 05/08/2019 '., Kf i'T Of1 911 Park Avenue,Bremerton WA 98337 SITE ADDRESS: 1305 IRONSIDES AVE BREMERTON (360)473-5380 Fax:(360)473-5461 I (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton 2 (DCD-01) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington Department ofLabor and Industries(L&p regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences)For more information,please contact Clean Air Agency through their web site at www pscleanair org or by phone at 800-552-3565 or 206-343-8800 The L&l web site can be found at www lni,wa gov/TradesLicensing/LicensingReq/Asbestos/default asp. LEAD-BASED PAINT:A contractor or person receiving compensation who is performing renovation,repairs or painting on a residential building or a child-occupied facility built before 1978,must be trained and certified by an accredited training provider,and registered as a Renovator by the Washington State Department of Commerce-Lead-Based Paint Program, For further information please contact:The Department of Commerce website at:www commerce wa gov/lead,or call: (360) 586-LEAD(5323) CONTRACTOR:A contractor's registration issued by Washington State Dept of Labor&Industries is required for anyone who contracts or submits bids for construction work,including new construction,alterations,repairs,or anyone who consults or superintends,improves,demolishes,develops residential property for sale,or"flips"houses Contact L&1 at(360)415- 4000 for information 3. (DCD-10) A separate electrical permit issued through Labor&Industries(L&I)is required for any new,modified,repair-replacement, , service,maintenance,or temporary installations Electrical work is inspected by L&I prior to cover and the framing inspection Contact LAC at 360-415-4000 or www lni wa gov (RCW 19.28) d 4 (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard.are required to be on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site,or the work is not ready for inspection,approval will not be granted,In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 5. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration,The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity The permit expires 180 days past the date of inactivity Required inspections:Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed, Examples of inspections to be performed before covering are mechanical rough-in,plumbing rough-in,gas piping,framing,and sheetrock nailing 6 (DCD-14) DCD: Approved Plans,Engineering,Site Plan,Permit,and Conditions shall remain on site and be available for inspection. _ Any changes to plans shall be approved before construction is performed Architect or engineer of record shall approve the ./ change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. 7 (DCD-32) Changes to Plans,Any changes to plans shall be approved before construction is performed Architect or engineer of record shall approve the change before submitting a revision,A revision is subject to a revision fee and additional fees for plan review and inspections. Printed by t Mountjoy.Margret on:05/13/2019 I I:05 AM Page 2of3 • • _+ 1 City of Bremerton PERMIT NUMBER: BF19 00055 Fire Department DATE ISSUED: 05/08/2019 [ fll'Y� O} 911 Park Avenue,Bremerton WA 98337 SITE ADDRESS: 1305 IRONSIDES AVE ItEMERTON i (360)473-5380 Fax (360)473-5461 8 (FIRE.-01) Life Safety and Fire Protection systems shall comply with: International Fire Code(IFC)with Appendix International Building Code(IBC) .."/"4- National Fire Protection Association(NEPA) Bremerton Municipal Code(BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www ci bremerton wa us To contact the Bremerton Fire Marshal's office; Mike Six at Michael Six@ci bremerton wa us or(360)473-5386 ALL INSPECTIONS ARE SCHEDULED AND MUST BE SCHEDULED A MINIMUM OF 2 BUSINESS DAYS IN ADVANCE All questions,to be binding,must be followed with an email re-stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations The inspector retains the right to make requirements not addressed during plan review In many cases the plan reviewer is not given adequate information to address all issues The onsite inspection allows for a true representation of the project All projects require a visible address during and atter construction Final fire inspection will not be signed off without a valid and usable address Please contact the Public Works Department for address if need be,(360)473-5337 All projects are required to have fire extinguishers unless exempt by the installation ofa fire sprinkler system with quick response heads All violations of the code and referenced documents is a$125 fine per violation Deviating from the approved plans is a violation of the Fire/Building code Any revisions need to be approved by the Fire Marshal 9 (FIRE-05) Fire Alarm Systems Fire Alarm System will be designed,built and maintained in accordance to NEPA 72 Standards All alarms will be addressable with addressable dialers,have an annunciator inside the main entrance and approved locations,will have a device or zone map at the panel(s)and will include a horn strobe near the roof line of the building or other approved location above the Knox Box NICET LEVEL II IN FIRE ALARMS ARE REQUIRED FOR ALL WORK AND TESTING BMC 18 02 090 NICET III IN FIRE ALARMS IS REQUIRED FOR ALL DESIGN WORK OF FIRE ALARM SYSTEMS BMC 18 02 090 ALL DEVICES ARE REQUIRED TO BE MARKED SO THAT VISIBLY LABELED OR MARKED SO THEY CAN BE MATCHED TO THE DIGITAL READOUT ON THE PANEL FIRE ALARM PERMITS ARE TO BE KEPT AT ALL TIMES AT THE LOCATION SET FOR THE.PANF.I.TO BE PLACED MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5385 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description ELECTRICAL FINAL L&I-Electrical Final Inspection FIRE-FINAL FIRE-Final Inspection Primed by:Mountjoy.Margret on:05/13/2019 11:05 AM Page 3 of 3 City of Bremerton PERMIT NUMBER: BB17 00583 Department of Community Development DATE ISSUED: 07/31/2017 CITY o r 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: RIO Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: LENDER: SUBMITTED: 07/24/2017 APPROVED: 07/28/2017 EXPIRATION: 01/27/2018 STATUS: ISSUED VALUATION: $2,000.00 Commercial Building Permit w/Mechanical/Plumbing NEW LIFE ASSEMBLY-REPLACE BEAM AND RELOCATE ONE SUPPORT POST TO TWO SUPPORT POSTS REPLACE BEAM AND RELOCATE ONE SUPPORT POST TO TWO SUPPORT State Surcharge $4.50 POSTS Building Permit $80.00 Building Code Edition: Plan Review Fee $52.00 4 Occupancy Group: r2 Technology Fee $4.00 Type of Construction: Certificate of Occupancy $73.00 Flood Zone: TOTAL FEES: $213.50 Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: ,&=� / PRINTED NAME: fe:// f2,1 /71)A DATE: 7/1/7 CONDITIONS Printed by:Wood,Tracey on:07/31/2017 11:19 AM Page 1 of 2 City of Bremerton PERMIT NUMBER: BB17 00583 Department of Community Development DATE ISSUED: 07/31/2017 Cr r OF 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: LENDER: SUBMITTED: 07/24/2017 APPROVED: 07/28/2017 EXPIRATION: 01/27/2018 STATUS: ISSUED By applying for this permit,the applicant has granted to the City of Bremerton the right to enter the above-described location at reasonable times to inspect the proposed,in-progress or completed work performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations.Should such entry be refused,all authorizations and approvals contained in this permit shall be immediately suspended and any work performed under the permit shall immediately cease until authorized in writing by the City of Bremerton. Work performed in violation of this condition shall be considered to have been performed without the approval of the City of Bremerton.The City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity.The permit expires 180 days past the date of inactivity. Required inspections:Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed. Examples of inspections to be performed before covering are mechanical rough-in,plumbing rough-in,gas piping,framing,and sheetrock nailing. �„^ 2. (DCD-l4) DCD: Approved Plans,Engineering,Site Plan,Permit,and Conditions shall remain on site and be available for inspection. �/W/) Any changes to plans shall be approved before construction is performed.Architect or engineer of record shall approve the change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION-FOOT Foundation Footings,Property lines shall be properly identified FRAMING Framing Inspection(Mechanical&Plumb Rough-In,Elect Cover Completed) FINAL-BUILDING Final Inspection-Building Printed by:Wood,Tracey on:07/31/2017 11:19 AM Page 2 of 2 Tracey Wood From: Tracey Wood Sent: Wednesday,January 17, 2018 8:13 AM To: 'dickship@comcast.net' Cc: 'eroberts@discoverykitsap.org' Subject: 1305 Ironsides Ave Permit BB17 00583 Good morning, The permit for 1305 Ironsides Ave is due to expire without inspections on January 27th, 2018.A permit is good for 180 days and will be extended for an additional 180 days with each inspection. If you would like to schedule an inspection prior to the expiration date please call our inspection line at 360-473-5280. Thank you, Tracey Wood City of Bremerton Building and Development Specialist 360-473-5244 er 1))0\—.\rWX) c)\ - Ac 3\(\v\e-- vo,ok(\ \� ��'v —\ 7 --- 113r. @. z - i- --n @Iog m . z c \ k § k E ° 0 0 C \ 0_ E a & © 2 § 0 2 e E 2 \ \ / - o § 5 n R J 0 � 3 m- a 5. ' 7 ° « A E ) $ o \ / k t ] E / x / \ / Z ° 0 al 7 / $ / /7 $ � E ¢ ¥ _ � 0 - E ; 2 / i : ; \ 3 « / co 7- m o \ CD i ° § _. ƒ 7 \ Jcr' = rn (0 f \ \/ � � 5. \ ` CL rt) A = 9 / § ® ® at ® \ C / \ c « n to K NJ k \ % / / M � � \ 0 / z k R �\ \ % $ v ® o § e = ■ Cr 0 ® \ / \ E ~ E @ 2 I. 07.) tA \ a q0 & g c � & w A f q \ / q 2 / 2 . GI zal LL) o tti ID i G $ D W -r] EF O N P �- > 7c 0 n o Q 0.. • m X1 m �. 1, p ' i o .-' �. • 0 �' i oo o H Z W v, z o i ii. Ntr } N •-,.• D 0 i a D 'iiy Ave Perry Ave Pei ry M f i C N A r r p �— �� C/1 j v, n H+j:;3r1 A., • Hayward AVE' Hayward Ave : a Z P. G1 ,!l. �! a • 0. z f I , t'71► 0, m Ironsides Ave ... ma Iron, ) IL tri i : 1 H Nipsic Ave •' �•• Ns i x r -0- I••d Nips“ Ave Nips AR I a o O i IN Van, A I ----- --- --- PERMIT CENTER ;; / COMMERCIAL 41 IA k411VZ4g CITY OF BREMERTON Building Permit Application JUL 2 4 2017 Department of Community Development * 345-6th Street,Suite 600 * Bremerton,WA 983873 (360) 473-5275 * Fax (360) 473-5278 * www.ci_bretnerton.wa.us � 'of erero.,�� . -,Applicant: [[ Owner i� Contractor a in, Authorized Agent CO Business Name: / L).Fzi 1955E714 PLy Site Address: 063 1 f4DAlSi )>c.S .4✓d PRZ. Kt r iJ Id), 9 3)v To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR BUSINESS OWNER Name: (4©!J c Name: Eltsi. r I -3 , Address: - Address: I-I-3,35- 1(l S a� - fl - City, State, Zip: ?s 4-* a s4J-r14 "q . - ty �-L�City, State, Zip: TSrld . W4 0) b License #& Exp. Date: Phone#: ( 3(s ) SSI -a6 31-. 131-1---W1 , Bremerton Business License: Authorized Agent Name: c y. ; ) si-tipt.c ° Contact Name: Address:/6 Vi1/.i/C3 Pr gal WE. Contact Phone#: ( ) City, State,Zip: Pe .)L.sBb &JA 377 Email address: Phone#: ( )3'14' 7/ 1D Tax ID/Parcel #: Email address: 9iCte Sti IPF CoIvt :a4'f, t�I [i Sewer n Septic What is the application for? (Please check) n New Construction 171 Alterations Addition (l NEW COMMERCIAL 1-71 TENANT IMPROVEMENT WITH WORK [fi COMMERCIAL REMODEL (l OCCUPANCY WITH CHANGE OF USE [l COMMERCIAL ADDITION n NEW SIGN ❑ COMMERCIAL REPAIR n GRADING(Cubic Yards: ) ❑ NEW MULTI-FAMILY ❑ REROOF ❑ OTHER: ❑ DEMOLITION Interior Exterior** Foundation Wall** Roof/Section** **Separate demolition permit and fees required, Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES I No Scope of work proposed/Type of Business: r? 'e.PLA<:: r Ga..+) Lrvii14p g�/3iv► REL.dcr PI StiPfcagr R s fir' Square Footage: Building: atik Construction Type: i.///3 Valuation Plan Review Fee Permit Fee JSurchare Tech Fee I Total Fees 9'2OOa 00 Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the applicant ye prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after ex i on, applicant shall resubmit plans and pay a new plan review fee. 6—a3-1T- Applicant's Signature Date Print Name Rev.June 2016 ' O D -0T> -0V) ti W u7 (-? --I 3:>/;S; O' C7 -1 O w -I fn C- D Z < 0 Z D C 19 ('1 In Z • F9 in Z - '-' '-' 3> - Ut A co 1-.1 00 R? 0'D r'' 2) D !"' A 3 t7 -i Z X '-' .-i r d N G `--- AD cm73 70 AD -A --1 D ,y i n :U 3 in i n D -i O C'1 Z f'1 71 rnrnrnz DE V) r, ( -1 � Z XC' D 70 =x � 2o2o -am -1 ."4 � fl -ql3 is 32 ('1(1D (�1 3 0 (2ice DD> D < D '-" 13 (nDIXD _''1 *1303 < -INr X30 C3 rD nti r1� D -.< 3N -> £ _< 73C3r r1D < 1--,Z) D rr- z -10 = N � r -1 Cr-, C ) I3> CI , 0 � '-' < D rn �c r- AraC Crry c..:„. v);.--,- dnor � ° tr� D � Nr� f(7� ZD C/) HT1 £ D Cl r- � iADpi c xiDX -9D20 rq 3> Zv.) C 3 r D m rn C 7 D D (- -1 IU X 73r. "D ed -A 3 r- ADjr � DC�j WI Warr N a< Oin DO •• X O� D %t7 XZ73 t:J 3 1---xi dD C 77 � 1P1D N ° --I D .p O r�i �3 -90M �'' D � D m(nrlZv? = X Z MV) rN x NX . Ct7D n -U -I tJ X a 3 D D i -0 C' C/? P 1 --I N r D N -I 0 = Z DM DrXtdto in I r-, D 1' D ' D D R) D �7 . D d co o N -� CtN D Z n in Z D L L D -i.. O r d tJf�Tl � �� £ DDDN td � O p !/) o G1 in I`1 i j C/)--1 D Z z 3 4 D TI 4-. < r N rn no (i ---i i t ti '--. Cl D D ed A -.-4 C -0 0 (')P r CTtN 1.ir- 33 rn Z D -0 --1 Z D -9 Fr) CA D - 3> D Z7 D t7 iZ7 D D C'l . ti D z 3 D 4, C3 v n m �-, < t7 r Z -1 D r -� N - fr1 in OD d X 1 z C� _ -p X Z ") ,OO /1~� t .„-.) c.Zn O co C (/) CD N F CD -�' 11 m ---1 0 o D ? ,. ; jo Fi a' CO /��J 0 —I CD t. A X (ll O' Q r 0 r 0 D J (n Q ��r r � Z .— 03 On O(D z? A f"Z 2 A I A m mx Z o z Q I •-.1A A 3 m O O: m mox z m to x N 4: v 0 A Lt R: as D o D x + x (a � C !; 01 A X m x N 0 cn 1l ro r r1 \ m uc r ppZ 0 o3 pA A es V c0im x m x ? a. O X 9° Z Fri--1V) o ^ x IT. z (U R) r ct r7 .. CD v uC zro A 2 o; D x tCIm td ]> \ ma D ti r (n 3 o m N. ED \ z m 0 1.4 v4i R Szz m,t P1 m x 1 r`-T mmas -I' C) °� ,,' A o x r VI S z. 0O C, r-- n a 0Cr, 0 4 F13 o m w �1 c ry �! 1 r h N2 3'7 2 21 Fee Receipt No. BUILDING PERMIT CITY OF BREMERTON • BUILDING DEPARTMENT F. E. IRISH, Building Inspector • ESsex 3-1411, Ext. 36 Owner's Value Bldg.Dept. Value I DESCRIPTION: Lot Block Additions Address on Job.Z..tic Date_/ 196-___ Building x and stories basement.,A t x Front Yard Rear Yard Side Yard ' _.- Garage Occupancy Zone Owner Address Phone Contractor °<< Address Phone This permit is issued for: y All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION — Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa- rate permits required for plumbing, wiringand heating. See CityEngineer before workingon streets or sidewalks. 9 9 9 Owner's Signature By His Authorized Agent Building Inspector OF By City of Bremerton PERMIT NUMBER: BB15 00560 Department of Community Development DATE ISSUED: 10/02/2015 CITY o r 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: RIO Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 CONTRACTOR: LENDER: SUBMITTED: 08/19/2015 APPROVED: 10/01/2015 EXPIRATION: 03/30/2016 STATUS: ISSUED VALUATION: $400.00 Sign Permit DISCOVERY FOLLOWSHIP-NEW FREESTANDING SIGN NEW FREESTANDING SIGN Plan Review Fee $16.90 State Surcharge $4.50 Building Code Edition: Building Permit $26.00 Occupancy Group: Type of Construction: TOTAL FEES: $47.40 Flood Zone: Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&L•Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupant I have read,and agree to abide by t e c'nditi.-'�• his permit in• .. n. . •tions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: ' PRINTED NAME: �� dj DATE: /17/62Vir._ mir CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by:Mountjoy,Margret on:10/05/2015 10:05 AM Page 1 of 2 City of Bremerton PERMIT NUMBER: BB15 00560 Department of Community Development DATE ISSUED: 10/02/2015 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE c i r o v BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 CONTRACTOR: ❑ LENDER: SUBMITTED: 08/19/2015 APPROVED: 10/01/2015 EXPIRATION: 03/30/2016 STATUS: ISSUED 1. (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 2. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain fmal approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity.The permit expires 180 days past the date of inactivity. Required inspections:Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed. Examples of inspections to be performed before covering are mechanical rough-in,plumbing rough-in,gas piping,framing,and sheetrock nailing. 3. (LU12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. 4. (Custom) Freestanding signs shall not block visibility pursuant to BMC 20.52.070. The base of the sign shall have a landscaped island equal to or greater than the area of the sign pursuant to BMC 20.52.090(e)-in this case,the sign is to be placed in an area covered by low shrubbery. 5. (LU25) Signs may be illuminated directly,indirectly,or internally,provided the lighting is directed away from other land uses,and away from on-coming traffic. 6. (DCD-91) Call before you dig: Calling 811,two business days before you begin digging,will alert utilities to come out and mark THEIR buried lines from the street to your house For FREE! 7. (Custom) Per 20.52.130,freestanding special purpose signs are limited to 50 square feet maximum size,and 6 feet maximum height. 8. (ENGR-3014) ENGR: Site distance corridor shall be maintained per AASHTO design guidelines. 9. (ROW-01) For underground locates call:800-424-5555 10. (ROW-03) The Permittee and any of the Permittee's contractors are required to name the City of Bremerton as an additional insured on ` their insurance for the work in the right-of-way. 11. (PS-ENGR-02) Engineered Storm Drainage Report is required for the addition of 5,000 square feet of impervious surface area.(ie.pavement, sidewalk,roof area) Stormwater drainage quanity mitigation(detention/retention)and quality mitigation(bioswales,filters, API separators,etc...)will be required as identified in the approved drainage report. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION-FOOT Foundation Footings,Property lines shall be properly identified LANDSCAPE Landscaping FINAL-SIGN Final inspection for free-standing sign after landscaping complete FINAL-BUILDING Final Inspection-Building Printed by:Mountjoy,Margret on:10/05/2015 10:05 AM Page 2 of 2 City of Bremerton PERMIT NUMBER: BB15 00560 Department of Community Development DATE ISSUED: Cr r o F 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: RIO Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 CONTRACTOR: LENDER: SUBMITTED: 08/19/2015 APPROVED: 10/01/2015 EXPIRATION: 02/15/2016 STATUS: READY TO ISSUE VALUATION: $400.00 Sign Permit DISCOVERY FOLLOWSHIP-NEW FREESTANDING SIGN NEW FREESTANDING SIGN Plan Review Fee $16.90ti... ,01...10Y00°%V" /` Building Code Edition: (b/ State Surcharge $4.50 Building Permit $26.00 Occupancy Group: Type of Construction: TOTAL FEES: $47.40 Flood Zone: Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126, Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditions of this.. ermit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: L2,t- 1)6(1—( DATE: !t) ) j CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by:Stafford,Harold on:10/02/2015 12:33 PM Page 1 of 2 , City of Bremerton PERMIT NUMBER: BB15 00560 t 1 Department of Community Development DATE ISSUED: Cr. o r 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA98310-4924 CONTRACTOR: ❑ LENDER: SUBMITTED: 08/19/2015 APPROVED: 10/01/2015 EXPIRATION: 02/15/2016 STATUS: READY TO ISSUE 1. (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 2. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity.The permit expires 180 days past the date of inactivity. Required inspections:Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed. Examples of inspections to be performed before covering are mechanical rough-in,plumbing rough-in,gas piping,framing,and sheetrock nailing. /_"�"1-.,, 3. (LU12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. l`� 4. (Custom)'' Freestanding signs shall not block visibility pursuant to BMC 20.52.070. The base of the sign shall have a landscaped island equal to or greater than the area of the sign pursuant to BMC 20.52.090(e)-in this case,the sign is to be placed in an area covered by low shrubbery. 5. (LU25) Signs may be illuminated directly,indirectly,or internally,provided the lighting is directed away from other land uses,and f away from on-coming traffic. 6. (DCD-91) Call before you dig: Calling 811,two business days before you begin digging,will alert utilities to come out and mark THEIR buried lines from the street to your house For FREE! 7. (Custom) Per 20.52.130,freestanding special purpose signs are limited to 50 square feet maximum size,and 6 feet maximum height. `, 8. (ENGR-3014) ENGR: Site distance corridor shall be maintained per AASHTO design guidelines. 3 I I I 9. (ROW-0l) For underground locates call:800-424-5555 eat 10. (ROW-03) The Permittee and any of the Permittee's contractors are required to name the City of Bremerton as an additional insured on0114 their insurance for the work in the right-of-way. / 11, (PS-ENGR-02) Engineered Storm Drainage Report is required for the addition of 5,000 square feet of impervious surface area.(ie.pavement, sidewalk,roof area) Stormwater drainage quanity mitigation(detention/retention)and quality mitigation(bioswales,filters, API separators,etc...)will be required as identified in the approved drainage report. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION-FOOT Foundation Footings,Property lines shall be properly identified LANDSCAPE Landscaping FINAL-SIGN Final inspection for free-standing sign after landscaping complete FINAL-BUILDING Final Inspection-Building Printed by:Stafford,Harold on:10/02/2015 12:33 PM Page 2 of 2 BUILDING PERMIT 1305 IRONSIDES AVE INSPECTION CARD NEW FREESTANDING SIGN CITY OF PROTECT THIS CARD FROM THE WEATHER BREMERTON Building Plumbing ❑ Mechanical 0 Alarm/Sprinkler U This lacard must be posted on or near building and the Permit&"Approved" plans must be at the site. Permit # BB15 00560 POST 43 SITE Call the following Agency Telephone Numbers for inspections: -Property lines shall be properly identified and marked before Building Department Inspections: {360)473-5870 foundation footing inspection.Setbacks are measured to the finished wall structure. Water-Public Works: (360)473-5927 -Reinspection fee may be assessed if inspection has been PW-Public Works-Engineering: (360)473-5270 requested when not ready or corrections are not completed. Kitsap Public Health: (360)337-5235 -Permit,approved plans,engineering,and inspection card shall Fire-Fire Department: (360)473-5385 be on site during construction or Reinspection Fee may be L&I -Dept.of Labor and Industry: (360)415-4000 assessed. Inspection APP DATE Notes Foundation Footings, Property lines shall be properly e 11-z� r identified �-4 Landscaping e.14, Final inspection for free-standing sign after -4.('Y((-= Finallandscaping complete �- L Final Inspection -Building ( (, FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page I of I • rrt PERMIT CEN TE AUG 1 9 2015 COMMERCIAL CITY OF BREMERTON Building Permit Application City of Bremerton, DCD Department of Community Development * 345-6th Street,Suite 600 * Bremerton,WA 98337-1873 (360) 473-5275 * Fax (360) 473-5278 * www.ci.bremerton.wa.us Applicant: J Owner Contractor Authorized Agent • Business Name: ')lS (.. S J r,,,L G,,t. Site Address: ). `c-- la c's A\ To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR: ��1�. OWNER: I�,SCo,; .1_ %.l S k., ? Address: Address: City, State, Zip: City, State, Zip: �, . c1 .313) License# & Exp. Date: Phone#: ( 3h�� ) C 3 Contact Name: Authorized Agent Name: (Z` �� Contact Phone#: ( ) Address: Email address: City, State, Zip: Tax ID/Parcel #: OCG. - Cia -,phone#: ( ) Y-$.4-64V'=,r,o, Sewer Septic Email address: e,nL�dc What is the application for? (Please check) . New Construction Alteration 1 Addition NEW COMMERCIAL TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK COMMERCIAL ADDITION ;-; NEW SIGN COMMERCIAL REPAIR GRADING(Cubic Yards: NEW MULTI-FAMILY J REROOF DEMOLITION Interior - Exterior** Foundation Wall** Roof/Section** **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. El OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO Scope of work proposed: S(-t �t � Ago k.v4iS — S f� - �T €SAN 0( fit.) Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the applicant ve prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expirrt n,the applicantall resubmit plans and pay a new plan review fee. Applic'ant's Signature Date Rev.July 2008 Questions on this sheet,please contact Mike Six,Fire Marshal. , (360) 473-5386, or email: Michael.Six@ci.bremerton.wa.us Bremerton Fire Department Fire Marshal ' s Office Construction Assistance Bulletin Operations checklist Project Address: Primary Contact: Email: Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL drawings and specifications for this project. Please check all that apply: Aviation Battery Back Card swipe system Compressed Gases up Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot-work Large Oven(s) LPG Lumber/wood Motor vehicle Painting/powder coating Racks(12'or more in products repair height) Refrigeration Storage>6' lire Storage Dust products will be System high produced Place a check next to any item that will be added/removed or otherwise modified DURING CONSTRUCTION ONLY... 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R. • i ,,,..^'4'4; 01:1 • • i. .'1, , . ..0. ..1.-.°1;:, f., _., wt:':-, ..-- '—110 ; ,. -," — I?..,',,, t,' A ,,, I. 'I . ...(4 r ' Z 'AIM. 2' '...'i '. ' '". ''''' ' ''' ''. " 'Vr,rt, ".i ' I. ' ,,.., Iv ." . 7,-,,!:.: -* ,• ..1.1c" .... '" L ' "4" • - • ' '..,,ip.,A , 4 •2::.;',14-w, 3 _ . ' P.."Iii.,., ,'N '1 , . '• '1, , 1 ' ,...,77,,, - !,,.? k • 1! 4'- , •.:, 1: ' . 1,,.•':r.'.7"..' .' .' CITY OF u�REMERTON — BUILDING DEPAR ENT , ;.)," 478-5281 — 239 FOURTH STREET, BREMERTON, WA 98310 INSPECTION REPORT PERMIT NO. )--3 nG I have this day inspected this structure and these premises and have found the following violations of City, County and/or State laws governing same: Lei U Y`` ww ZM ll I I >‹ ()1 /3 0 ;L 12V/G (S ;14,/C 1-177,-11/Z5 fi //o41.v5-7,,eCCf Iv-ris far1t g- ( 1O t/ (/,5,--- ------7` N(Pc r 7 0 fl i fl o n/ o c7-7- You are hereby notified that no more work shall be covered upon these premises until the above viola- tions are corrected. When corrections have been made, call for re-inspection. Do Not Remove This Tag DATE g-a8-g`t 14/, ' a INSPECTOR FOR BUILDING DEPT. BREMERTON• BUILDING DEPARTMENT PERMIT APPLICATION Application Date 04/29/1993 Application Number 93AP06506 Issue Date Permit Number Assessor Acct # .Ci )c-o^' - O '1 ' !J-i Project Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON • SCHOOL First DISTRICT MI - Street 300 N . MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 • - Phone ( 206) 377-8773 Tenant ' s Name Phone( 206) - Agent ' s Name Phone( 206) - Architect ' s Name DAVE FERGUS 377-8773 [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ ] Move Building [ ] Burning [ ] Underground [X] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor : Work will be completed by owner . Nature of Work : Provide new offices and lunchroom, etc . Building Valuation $60000 . 00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence L J Zoning Foundation [ ] Business [X] Type --) Framing [X] Other. I. ] 5-V Insulation [X] New [ ] L Plumbing [X] Repair I ] Status Mechanical [X) Remodel [X] Code Wallboard [X] Addition ] ] 12 Final [XJ PERMIT APPLICATION City of Bremerton, Washington 98310 Phone: (206) 478-5275 FAX; (206) 478-5278 I I MECHANICAL I I PLIIM II G APPLICANT: [J OWNER 0 CONTRACTOR El OTHER: Al_ I" /0 S /7/6- Nce • Agol COMMENTS: SITE ADDRESS: /305 / iiiiS7e3 / jU� v 3t O OWNER: LMG �O L �,57PA Cr ADDRESS: 1114,tht 10sMitley CONTRACTOR:11(S fi .1.7-iFZert19 `� � ADDRESS: CONTRACTOR LICENSE# EXPIRATION DATE: O NE# • 87 75 CONTRACTOR PHONE# NO. 'TYPE OF EQUIPMENT FEF NO. TYPE OF FIXTURE FEE RANGE WATER CLOSET WOOD/PELLET STOVE BATHTUB GAS FURNACE btu's: LAVATORY CONVERSION BURNER btu's: SHOWER UNIT HEATER btu's: KITCHEN SINK BOILER btu's: DISHWASHER GAS PIPING LAUNDRY TRAY EVAPORATION COOLERS btu's: CLOTHES WASHER AC UNIT btu's: WATER HEATER HEAT PUMP btu's: 23,gj tons: 3 URINAL REHEAT BOX btu's: I DRINKING FOUNTAIN /51,0(..A AIR HANDLING UNIT btu's: FLOOR SINK OR DRAIN EXHAUST FANS SLOP SINK RANGE HOOD (residential) _ WATER PIPIING &ALTERATION RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR CLOTHES DRYER HOSE BIBBS INCINERATOR LAWN SPRINKLER SYSTEM X DUCT ALTERATION SWIMMING POOL TANKS type.' BLDG. SEWER (mobile/ moved house) REFRIGERATION UNIT ROOF DRAINS OTHER: OTHER: MECHANICAL PERMIT FEE $15.00 PLUMBING PERMIT FEE (15.00 or 4.50) MECHANICAL FEES: PLUMBING FEES: TOTNr• ES: 10 APPLICANT'S SIGNATURE: �� , ,_,1____I DATE: -,.„. 1 , . , / BREMERTON BlliLDINO DEPARTMENT / PERMIT A P P L I 0 A er 1 o N Application Date 04/29/1993 Application Number 93AP06506 Issue Date Permit Number Assessor Acct • Project Group Site Location 1305 IRONSIDES AVENUE C)wner - Last Name BREMERTON SCHOOL First DISTRICT MI Street 300 N . MONTOOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone ( 70f ) 377 -8773 Tenant ' s Name Phone( 206) - Agent 's Name Phone( 206) Architect 's Name DAVE FERGUS 377- 8773 [10 Building [ 1 Grading r 1 Sign [ j Paving • [X.1 Mechanical [ 1 Move Building [ 1 Burning t 1 Underground [X] Plumbing [ 1 Mobile Home [ j Land Clear [ 1 Demolition Building Contractor : Work wilt be completed by owner , I Nature of Work : ,Q, Provide new of irrviresirdi . 111.10kb4rbe41; et-c 1 Po 3 p ,t t' P-1.r4 iii - r-r'10)€ ko)e- ' reitlyase. 4aZ 54>r2 Adaeberx 411 LI!ki-e-O 'e-c i it sii 14 r i .C1444(1 ilii1te2 lief ki/red 4 v Building Valuation $60600 .00 Courici I District i Census Tract Construction Sq Feet inspections Type Required Residence [ 1 Zoning Foundation [ 1 Business [X1 Type Framing rX1 Other I 1 Insulation [XI New 1 1Plumbing [X1 Repair [ 1 Status 47 t'- N Mechanical IX) Remodel IX1 Code .,/ '-'-= , ,,,t,Wall boa rd IX] Addition 1 ] / • . ,14!)a., [.X11 0 /Tit° 1 Deb 4/ 1 firegki BREMERTON BUILDINO DEPARTMENT MECHANICAL PERMIT APPLICATIoN Application Number 93AP06506 Work will be completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers ( as Outlets Coolers Air Conditioning Units 1 Heat Pumps Re-Heat Boxes Air Handling Units Pans Range Hoods Dryers Incinerators Alterations Tanks • Refrigeration Units Otter Items • BREMERToN B HALDING DEPARTMENT PkUMBING PERMIT APPLIi! ATI0 N Application Numbet 93APP6506 Work will be completert by owner . Toilets Bathtubs Basins Showers 1. Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals I OtAnking Wountaius Drains Slop Sinks Water Piping Interceptors Vacuum Breaker Lawn Sprinkler Fire Sprinkler Private Pools Semi -Private Pools Public Pools Groundwork Sumps Alterations Kidney Machines Private Hot Tubs Semi.-Pri vat.e Hot Tubs Public Hot Tubs Other Options M-E-M-O-R-A-N-D-U-M May 3 , 1993 TO: Janet Lunceford FROM: Derek Skanes SUBJ: PROVIDE NEW OFFICES AND LUNCHROOM, ETC. Building Application Number: 93AP06506 Site Location: 1305 IRONSIDES AVE. �i Tax Lot Number: MAY , 1993 Owner: BREMERTON SCHOOL DISTRICT `,+✓ILK!UN SLI! Dj( DEPARTMENT The development of the proposed site does not conflict with utility systems located within the Ironsides Avenue right-of-way. Approved: Date �r "?_ Logged In ...e. 'A°` Logged out5S4 gg 99 lv515 • CITY OF BREMERTON Gateway to the Olympics and Home of the Puget Sound Naval Shipyard BREMERTON BUILDING DEPARTMENT 286 FOURTH STREET BREMERTON, WA 98310 478-5275 CERTIFICATE OF COMPLETION This letter certifies that the building, structure or portion thereof, as described below, is completed and has met the requirements for final approval pursuant to the Building and Fire Safety Codes, as adopted by the Bremerton Municipal Code for the City of Bremerton that are applicable to this project. Furthermore, the building is ready for occupancy. Work as defined in building permit #14707 has been completed eted at: Para CV 1305 Ironsides Bremerton, WA 98310 The building, structure, or portion thereof as defined above passed final inspection on November 2, 1993. DAVID A. NELSON DAT Building Official 239 4TH STREET • BREMERTON,WASHINGTON 98310 ■ (206)478-5311 An Equal Opportunity Employer • PERMIT CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 JOB ADDRESS /30 r --. OWNERMAIL ADDRESS ZIP PHONE / - - , /68 CONTRACZ - - R MAIL ADDRESS PHONE LICENSE NO. 7- t, .� _ -, ) .......„.„...._.. . . .. - ,..._ Class of work: ❑ NEW ❑ ADDITION 0 ALTERATION 0 REPAIR ❑ MECHANICAL ❑ PLUMBING CHIMNEY(No fee information only) INSPECTION: Groundwork Gas Test Masonary Lines Unlined Wasted Vents Water Factory Mfg Type B Type L Htg. Ruffin Chimney Location: Internal Outside Wall Stove or Insert Refrig. No. Type of Equipment Fee No. Type of Fixture or Item Fee STOVES Gas Oil Wood ` WATER CLOSET(TOILET) 0 FIREPLACE INSERT BATHTUB FURNACE Gas (Nat. LPG. ) Oil 3 LAVATORY(WASH BASIN) /6 .S V Wood add on Other Electric /SHOWER _3 ,"s BTU / KITCHEN SINK Et DISP. 3 :To Type: Up flow Down flow DISHWASHER Horizontal Wall LAUNDRY TRAY CONVERSION BURNER: Gas (Nat. LP ) CLOTHES WASHER Under 100,000 Over 100,000 / WATER HEATER 3 5_C1 Oil 3 URINAL /(1 .S--0 UNIT HEATERS BTU Gas Elec. /DRINKING FOUNTAIN 3.Yo BOILER Gas Oil Electric FLOOR - SINK OR DRAIN Other HP SLOP SINK GAS SYSTEM Max. 5 outlet Total / WATER PIPING Et TREATING EQUIP. 3 ::_c0 EVAPORATION COOLERS Roof Wall WASTE INTERCEPTER(Grease) BTU VACUUM BREAKERS Et BACKFLOW DEVICE 1 AC UNIT Electric Gas Elec. Combo 4 C+-' LAWN SPRINKLER SYSTEM 1 BTU SWIMMING POOL- Private Public /C)HEAT PUMP Single Package Split— J _ / GROUNDWORK I 0 Cr, f Add on BTU Ton // �- 2 ' 0 SUMP MIXING OR REHEAT BOX CFM BTU f ALTERATION S 6 v AIR HANDLING UNIT CFM BTU POST Et BEAM S S^ FANS Exhaust_ Supply Bath RANGE HOOD Residential Comm. PERMIT$ CLOTHES DRYER Res. Comm. TOTALS b L. 0 Incinerator NOTICE ALTERATION TO DUCT SYSTEM THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR- Heating/Cooling Exhaust_ OO IZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS TANKS Oil Gas Propane w/OK SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. from Fire Dept. Gallons REFRIGERATION UNIT I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHE- PERMIT$ Y THER SPECIFIED HEREIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRE- TOTAL FEE $ / 2I =/D SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFOR- (,,z 5-c) ANCE OF CONSTRUCTION. • P�� /2 Y00 6 - / 9 - gY SIGNATU F CONTRACTOR OR AUTHORIZED AGENT (DATE) FINAL APPROVAL SIGNATURE OF OWNER(IF OWNER BUILDER) (DATE) (SEE OTHER SIDE) RECEIPT NO. 7' a-- 876 i PERMIT NO. N9 2306 (White-ORIGINAL,Yellow-INSPECTOR,Pink-APPLICANT) A • • • Chalker Engineers, Inc. Consulting Engineers 950 So. Fawcett, Suite 301 Tacoma, WA 98402 , ,/ (206] 383-2797 February 9, 1984 f Heery Program Management West 601 Main Avenue Suite 305 Spokane , WA 99201 Attention: H. W. Mattingly, Jr . Subject : Manette Elementary School Dear Mr . Mattingly: At your request we have made a structural evaluation of the buildings at Manette Elementary School with respect to their earthquake resistance . Manette Elementary School consists of a main building constructed in 1948 and a 1959 classroom addition. The • original school building on the site was removed prior to the 1959 addition. These buildings are in fair structural condition , but lack several details of construction required by our current building codes to resist earthquake forces . The main items of concern are the lack of anchorage of the exterior walls to the roof and floor diaphragms , and the extensive water damage at the main floor . Without adequate anchorage the exterior walls could fall away from the building during a major earthquake causing a progressive total or near total collapse of the building . Presently, the building is unoccupied . If the building were to be occupied the potential hazard to the occupants during a major earthquake greatly exceeds that in a building complying with the current UBC structural requirements. Very truly yours , CSO L• C,y, CHALKER ENGINEERS, INC. \t CHALKER vt rms� (I / • / 7571 - R: mo i' L. Chal er , P. E. e. Al. * RLC: dls Ss/ON 410 J-5866 • - • Chalker Engineers, Inc. Consulting Engineers 411 950 So. Fawcett, Suite 301 1 Tacoma,WA 98402 [206] 383-2797 February 6, 1984 Manette Elementary School Manette Elementary School consists of a main building constructed in 1948 and a 1959 classroom addition. These buildings are in fair structural condition , but lack several details of construction required by our current building codes . The buildings are basically constructed of both reinforced concrete and unreinforced masonry exterior walls and wood framed floors and roof . The main items of concern are the lack of anchorage of the exterior walls to the floors and roof, and the extensive water damage at the main floor. The extensive water damage appears to be caused by excessive moisture in the 411 crawl space below. Of more concern, however, is the lack of anchorage to the exterior walls which could fall away from the building during a major earthquake causing a progressive total or near total collapse of the structure in the event of a major earthquake. With these items corrected , the probability of collapse can be reduced and structural damage minimized during a major earthquake. 0/, . //4/44/../.44%//: /repared by App oved by James H. Collins , P. E. Raymond L. Chalker, P. E. CHALKER ENGINEERS, INC. CHALKER ENGINEERS, INC. JHC:dls J-5866 0 H OAU L CA, • S • 4/ -;4.4._ t' �S/ ..... .•E* 13"- �aMAI E V WONAt • • • i III /9s9 W C/—A S S,f'UvM Q Ap/cDIT/c-,"/ ' Q ,f, /1",..7\ -9 I F NI , ,..ti) ...,>, I" _ ,c), Q ...,E.7- I EAST I 0 X948 M,e.htil;B,C..oy.- 0 1 /a .t.-, sr,,e.E,7 ( Cher Engineers,Inc. Job b ;, ... 8!010 c« � fil A N�.T T om % i.:, 51 University. Suite 301 E�. QA E N TA 2�' Date 2`4o -g 4 Seattle.WA 99101 / / (206)622-4118 SC;-101--- Drawn 5. , (gib.WA 98402 301 A N AMKEY P� Si�4. .... ... ....._ h1NNW-w 206 3E33-279711 BUILDING ' ERMIT 1 . . . , , A City of Bremerton, Washington . Phone: (206) 478-5281 OWNER'S VALUE BLDG. DEPT.VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE $/00 $ $ y. 78 33, .- — �� � Y3' 6 A/ z -cf 4/ SITE ADDRESS/LOCATION l 3 6 S ,.r—tt7...-4c�� OWNER'S NAME Z.../..42...„..7__ /00 i PHONE CONTRACTOR /O t ,� 2 ,t r&-t_. a4.4 TE CONTRACTOR'S LIC.# / I n ADDRESS O '` _/ l3z/1 al Paj--r, PHONE ❑ RESIDENCE \__BUSINESS ❑ OTHER ❑ NEW ❑ REPAIR ❑ REMODEL ❑ ADDITION DEMOLISH SIGNS PLANNING/ZONING STORIES OCCUPANCY THIS PERMIT ISSUED FOR: Pp.03cQ1:,_:_L ___64,:,. ....,, }7 _Z-- 6 /a ,��, - All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. INSPECTIONS REQUIRED: Foundation ❑ Framing ❑ Plumbing ❑ Electrical ❑ Wallboard ❑ FINAL ❑ SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. FOR INSPECTORS USE ONLY: REINSPECTION: NOT TYPE OF INSPECTION DATE TIME APPROVED APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY Building Inspector ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE UPYING .B LD NG OWNER'S SIGNATURE BY( �� Authorized Agent t BUILDING DEPT. • • Chalker Engineers, Inc. Consulting Engineers • 950 So. Fawcett. Suite 301 Tacoma, WA 98402 (206)383-2797 / February 6, 1984 Heery Program Management West 601 Main Avenue Suite 305 Spokane, WA 99201 Attention: H. W. Mattingly, Jr . Subject : Manette Elementary School Dear Mr . Mattingly: At your request we have made a structural evaluation of the buildings at Manette Elementary School with respect to their earthquake resistance . We have also made recommendations for reducing the probability of collapse of the structures during a major earthquake . Nanette Elementary School consists of a main building • constructed in 1948 and a 1959 classroom addition. The original school building on the site was removed prior to the 1959 addition. These buildings are in fair structural condition, but lack several details of construction required by our current building codes to resist earthquake forces as described in the following report . Definition of Terms For the purpose of clarity we would like to define the following terms as they are used in this report . Major Earthquake : Earthquake that produces ground motion that results in equivalent lateral forces of the magnitude of those defined in the 1982 Uniform Building Code . Collapse of the Structure: Collapse or failure of a struc- tural element or system that supports the floors or roof of the building allowing a progressive total or near total collapse . Extensive Structural Damage : Damage to elements that sup- port the structure but not total failure as described above . The building probably would not be useable after such damage. Modifications to Reduce the Probability of Collapse of the Structure During a Major Earthquake : Those modifications which increase the strength and/or reduce the stiffness of • a structural element, allowing it to continue to support • • • H. W. Mattingly, Jr. 2 February 6, 1984 loads after extensive structural damage and without total collapse. They also include those modifications required to ensure the safety of the occupants, such as anchoring of the unreinforced parapets and walls to prevent them from falling on people below. <<i 1948 Main Building Description The main building is a one-story structure with a basement and intermediate floor at the west end. It has reinforced concrete foundations and both reinforced concrete and unreinforced masonry walls. The main and intermediate floors at the west end and the roof are constructed of wood framing . Observations 1. The building , in general , is in fair structural repair. There is extensive water damage at several loca- tions at the west main floor and roof . Most of the water • damage is at the west main floor and appears to be caused by excessive moisture in the crawl space below. We also observed some settlement cracks in the concrete walls around the east basement stairs . 2. The structural walls below the main floor are constructed of reinforced concrete. The south and west exterior walls are minimally tied into the main floor diaphragm and are unable to resist the code specified lateral earthquake forces . The north and east walls, however, are confined by the earth pressure against them. We also checked the anchorage of the brick veneer at the south and west exterior walls and found that the veneer is anchored to the reinforced concrete walls with dove tail veneer ties. The ties we observed showed no signs of deterioration. 3. The non-bearing exterior walls above the main floor are typically constructed of unreinforced eight inch brick masonry walls with a four inch brick veneer . We opened up the walls in several locations and found that the wythes of brick were tied together by corrugated veneer ties . These walls do not comply with the current building codes and are susceptible to extensive structural damage during a major earthquake. These walls also lack adequate anchorage into the roof diaphragm. • • H. W. Mattingly, Jr . 3 February 6, 1984 4. The bearing walls above the main floor are typically constructed of steel columns embedded in unreinforced double wythe brick masonry knee walls with windows and glass block above. We opened up the south exterior knee wall and found that the walls were tied together by corrugated veneer ties. 1 These walls also do not conform to the current code require- ments and are susceptible to extensive earthquake damage . They are tied into the roof diaphragm above to resist lateral earthquake forces with metal straps spaced approx- imately four feet on center. 5. The main floor at the west end of the building is constructed of wood floor joists with diagonal and plywood sheathing . The floor joists are supported by steel beams at the south end and concrete beams at the north end . With the diagonal and plywood floor sheathing the floor has the ability to function as a diaphragm to distribute the lateral earthquake forces to the reinforced concrete shear walls. The strength of the diaphragm is reduced , however , by the extensive water damage in the floor . Most of the damage is confined to the delamination of the plywood sheathing . • 6. The roof is constructed of wood joists and sheathing supported by the interior walls and columns and the exterior walls. The roof has the ability to function as a diaphragm with the roof sheathing being oriented diagonally across the roof joists . 7. The unreinforced masonry smoke stack is too tall to resist the code required earthquake forces and may collapse onto the adjacent roof and ground during a major earthquake . Recommendations to Reduce the Probability of Collapse of the Structure During a Major Earthquake 1. Inspect and replace the water damaged sheathing as required at the main floor and roof . Also provide addi- tional ventilation to the crawl space. 2. Anchor the south and west exterior walls to the main floor . This can be done with thru wall ties or drilled in anchors tied into the floor framing and sheathing . 3. Provide additional anchorage at the non-bearing exterior walls to the roof similar to those connections at the main floor . i • • H. W. Mattingly, Jr. 4 February 6, 1984 4. Remove or lower the existing unreinforced masonry smoke stack. 1959 Classroom Addition 1 Description The 1959 classroom addition is a one-story structure and is attached to the north end of the main building . It has slab on grade floor construction, reinforced concrete founda- tions , and unreinforced masonry exterior walls. The roof is constructed of steel joists and insulated roof sheathing . Observations 1. The building , in general , is in good structural repair . We found no signs of structural distress . 2. The exterior walls are typically constructed of unreinforced double wythe brick masonry except for the east wall which has similar construction to the main building bearing walls. We opened up the west wall and found the 411 wythes of brick were tied together by wire veneer ties . These walls do not conform to the current code requirements and are susceptible to extensive earthquake damage . These walls are, however , tied into the roof diaphragm to resist lateral earthquake forces . 3. The roof is constructed of steel roof joists with three inch insulated roof sheathing. With the insulated roof sheathing there is limited diaphragm capabilities at the roof to distribute the lateral earthquake forces to the exterior walls. The diaphragm is strengthened by the addition of cross bracing at the top of the steel roof joists . Recommendations to Reduce the Probability of Collapse of the Structure During a Major Earthquake No structural modifications recommended . Conclusion As noted above, the buildings at Manette Elementary School are in fair structural condition, but lack several details of construction required by our current building codes . The main items of concern are the lack of anchorage of the exterior walls to the roof and floor diaphragms, and the extensive water damage at the main floor . Without adequate . • • H. W. Mattingly, Jr. 5 February 6, 1984 anchorage the exterior walls could fall away from the building during a major earthquake causing a progressive total or near total collapse of the building. With these items modified, the probability of collapse of the structure can be reduced and structural damage minimized during a ' major earthquake . r Very truly yours, H. Co. CHALKER ENGINEERS, INC. ,yre" `- .A/M,;,,t.o,. 1!.!`.0. IvAS0�`;, dk o,r *i 14 tw, //Prepared by �o �� (. l ��ts '1 ._ o'r1� James H. Collins, P. E. '^(-Ss�o"�`" %a �tcts+••fCK .•C, r /, - i 4.4( ppro Ide Raym nd L. Chalker , P. E. JHC: dls • J-5866 PROJECT JOB NO. P!. SEIFERT & FORBES, • MANETTA,CHOOL 03812.0 ARCHITECTS 8 ENGINEERS TACOMA WA 1I PREPARED: DATE BEN P. ANSTEY STORM DRAINAGE CALCULATIONS 10/28/83 A NEW PARKING AREA OF 18,350 SQUARE FEET IS PROPOSED FOR THE MANETTE aLHH.O.OL. AS REQUIRED BY THE "GUIDELINES - STORM DRAINAGE DETENTION BY MEANS OF al-SffE HOLDING CONTAINERS" OF THE CITY OF BREMERTON A STORM DRAINAGE DETENTION FACILITY SHALL BE CONSTRUCTED WITH A CONNECTION TO THE STORM DRAIANGE SYSTEM IN 13TH STREET. THE SIZE OF THE STORAGE PIPE WILL BE: 18,350 SQUARE FEET x 0.3 GALLONS = 5,505 GALLONS = 736 CUBIC FT. STORAGE WILL BE PROVIDED BY: 52 LF OF 48" CMP @ 12.5 CF/FT = 650 CUBIC FT. 2 LF OF 36" CMP @ 7.063 CF/FT = 14 CUBIC FT. 5 LF OF 54" MANHOLE @ 15.9 CF/LF = 79.5 CUBIC FT. 743.5 CUBIC FT. THE ALLOWABLE OUTLFLOW FOR THIS SITE IS: 0.783 ACRES x 0.2 CFS = 0.1566 CFS THE HEIGHT OF THE OVERFLOW ABOVE THE INVERT IS 5.0 FEET THE DIAMETER OF THE RESTRICTOR ORIFICE IS: D = 6.07 x ( (0.1566/(5.0xx0.5))xx0.5) = 1.56 INCHES USE 1 .5 INCH HOLE THE "BLEEDER LINE" DRAINING THE DETENTION PTPE WILL BE 8-INCH DIAMETER SLOPED AT A MINIMUM OF 2.0% SLOPE, THE REQUIRED CAPACITY FOR OVERFLOW CONDITION IS: Q = C x I x A = 0.9 x 2.7 x 0.783 = 1.9 CFS THE CAPACITY OF THE 8-INCH LINE IS: 0.35 x 1 .486 x (0.166 xx 0.66) x (0.02 xx 0.5) = 1 . 9 CFS 0.012 nE,CEIVEDG. CANTO 40% o • 1. 1983 2 City of Bremerton EC/STERES Planning Dept. • , • ,c,,,....t....L. ......... , . .,..„„ ,,, ,.„..., . ..,../ . •. ,f, k.72' ' ,A,.....:41..--w4 --Al 44% 3 ricTciriciT : OF ok „, it , pANcy " hr v 4,,,,ii ...,, J CITY OF BREMERTON BUILDING DEPARTMENT yy4i,r41,-.0P4ure Akhesed to 5e t 71.-/et_4";9. .7 ,5CZ,,...1 V 47, , t ‘,..a.,,,e.,/-3 0.0 //f 0/viz(27 A'to'notion, -Na,iitainsthot \ ii i roVeilesa t 4W arr M:tonen Pe"vr.catotet.f-If aiare'ess 5Kseit,f,i44cit .o ,1:5-.; -..,1 7 Z....., dis4hd....... ......./..ZS.42:._ 1114 10. Se OrtriefAt.:04°Apia 106/44#74‘iiiolz.6 fl the 4gra..4"no ,e..4. of ei.... wily, gi g i 9 aeorsaors a4 Aeteits "Isiwthave. TYPE TYPE OCCUPANCY FIRE Etti I L r:INC ocCUPA,NCY 1 Ct ZONE' US V / B Z e/9 ei,------7---,d_?-. o,e7--/cf---7. /J /4e//v, '1.).,. " ) -,-; , '' •=--, as",!,,Q4„r 9,54:00.64 1 : t ( ' V6r;i 11*datigientft must bo posind and permartenty maigairind in a conspicuels Flat.,,e. ik\fil # , 1! 4# ". lik,,,N1 I i 4....,, , *Av.:44-"A j Nr ''`,...:119$ , .oe, ...."Trk-,,, ""...,,, 7 ''i '' *'",,,_. .,...". ,„...''' ''', I....'''' 3 ''''', '''' aP.AC*-?'' *•• * ' 4.1`jge • R,kt- ''''XQV- ^,:::',N17.-.4,0' 4,----.:-.-*ii, 1410..:'...- IN-0*,,--,,„:..4.7:'7-t.- -34'..:„.. ... '1:-"*"t=.1.... .,,,1.-...- 4".t•-'1!„::: A '.41'4-„..--"'''f" .....: 1 S IF [ A N Ft E S J ARCHIIICIS P 1 A N N I R S • IN GINIIRS 9 ? 5 l A C 0 M A A A f N U f S (MK, I A C O M A , WASHINGION 9 6 0 2 . 2 9 6 . 3 8 3 - 1 6 •0 1 03812.0 22 October 1984 City of Bremerton Building Department 817 Pacific Bremerton, Washington 98310 Attn: George Yeager Re: Manette School Remodel , Cross-Connection Control As discussed with you in October, 1984 we have reviewed the items in question at Manette School regarding noncompliance with Section 1003 of the Uniform Plumbing Code. Resolution to the items are as follows: Item 1 . Upper Floor Toilet Rooms 5 and 7: These water closets and urinals are served by flush valves that are existing construction which do not provide a full 6-inch air gap between the flood height and the valve vacuum breakers although each of the valves do have vacuum breakers. Resolution: In accordance with the provisions of Section • 1003 ( 0), an approved pressure type vacuum breaker will be installed on the cold water supply line feeding these fixtures. The line will contain no other potable water fixtures downstream of the vacuum breaker . Item 2. Existing Service Sinks (2) do not have vacuum breakers installed. Resolution: Vandal proof vacuum breakers will be installed on the outlets in accordance with the provisions of Section 1003 ( i ) . Item 3. The basement area toilet rooms have existing water closets with vacuum breakers installed less than 6-inches above the flood level and a prohibited trough type urinal . Resolution: These fixtures are existing fixtures that were in use up until the building was de-activated by the Bremerton School District. The new building occu- pants will not be activating this area for use. It is SEIFERT ANO FORGES • • our understanding that when funds are made availabe, the basement restroom facilities will be renovated and brought up to code compliance, at that time. Should you have any questions regarding the above items please contact our office. Respectfully S-ifer4f and Forbes 41101111Pr "41f y N torset, P.E. cheif echanical Engineer cc: Dave Seifert Bremerton School District Iry Winters, PERA • SEIFEBI AND FORBES, • • • APPROVAL OF TEMPORARY OCCUPANCY CITY OF BREMERTON " BUILDING DEPARTMENT PHONE: 478•-5281 This certifies that the structure locate(?-at /30f /ro4'/ by3 caner€on, Washington, constructed under Perni t r umber 55:2 dated r,, 1,`3Cj' has been anpruved for temporary occupancy and that it may he occupied in accordance with the provisions of the ft-Mho Coles of the City of Bremerton. !his Occupancy Certificate issued to /3i►e/i:/e. ,`/oiY 5cl©�,(_J�� �J._•L�1_•/°O • .1 28 /7/2/ BUILDM OF -ICl/.L~ Contingenci.zs if ally: a « ' •arc t�c i o,� I✓4= /y % • `. •,1 424 wG 7 r d i` '1' .N" C°"r' 4.. ,, M' '4„ 4 ',:1^" a kyr: ""' . 1 a' ' ti 41 A,,- . qA .,\ , ,,,,, ,,,,, ` , 4" , .' 'd ayµ .. ,,,.,9'r„ ° r sY�i x�rd ws n.- --- 'L m . , ° eN' u„.,o.�w, k ''' -. 4.1:-' 3} llyga? t,/UF0000 }3, ',F,g 11 fdt il S` OF .ii I3CUPNt '(..a % ' .S µ $i k ii,,,-, 1 . ,0+ ,4'4,:,t t. +,3 fb��'.ar:fm trM@4d+'ENtt�Pt i q',. F q '�� j,_1;.i ti ^ E )� III , a rae,e,`i. a', 5ia, w,•a''Fz,`,,co-v eNtrt.. .1,;.,,;:a1 ,M,.,nit,.*. t 'r A. ,44,.34/ '' . `!� 1 r'1,,..;-%* ,tr. ,,c1 wive ,'»a n�•�x4;:ane u .:fi`�`'a�s, 9saa4,4$,.,3 Vint" oft's°�r: 1 ��77 /_ " $ r '"f p '�'� '�G lr�W e?`N L.-aPpq 7td�DE r2`1 �1[t�SMtt1'?6 hV :1 1r" ° TYPE. 4'2,00 7"', C.er FIRE ,, 1; ,..i IM-. Ot,,.:SPANC'f e 40 7C>NE USE ) yI: 9 �q. ir / 'rfl .t IC f M1 Ry a � 0:44468 cue / I ,19 r 1 ir ., I /, i This Ctb" iaceie must t to'tram'1yy '"!eintair 61i £ CM1SffiCUCLIS PlaC9. )(',r ll . . ,..,,,:17,,,,' ..,.:�,.,. .�,....w_ aA.., Itrr ,...u°r' .. - * .,t...» W � wfi +,^s' 3 d �~«+u. .,..j 41 1. ,,, j." . 71!". � -.A ' .rpa uw, •',� 4 ww,.Kw , .. t. . :!k ..� ,,W .,,,. ""�,>rt, ~ mow„a'° .. Q S ..,.,,. z r • I d ... ,..x4, va..ss_s. b@ili$i'v,auaa, ”-.+',,. - '.r,..cta..as BUILDINGf' ERMIT N° q City of Bremerton, Washington , ` 4-f S.63 •v3 ° 0 �`i Phone: (206) 478-5281 ��1�4 �- �� OWNER'S VALUE BLDG. DEPT.VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE $3.7-32,0 z,. $ 9q...57- o C $ 2' 7.a Fc 3 6 `-/7 -3'57 SITE ADDRESS/LOCATION ��/ 303— 2^ `� � �� OWNER'S NAME.,.,, Z. /00 c- ADDRESS PHONE CONTRACTOR 1je , ,6V#74 , .4 fAIT;E-C(QTRACTOR'S LIC.# PfADDRESS ©, / / ,2/ ,�;�6-e, CO PHONE ❑ RESIDENCE %BUSINESS ❑ OTHER ❑ NEW ❑ REPAIR A REMODEL ❑ ADDITION ❑ DEMOLISH ❑ SIGNS PLANNING/ZONING STORIES OCCUPANCY THIS PERMIT ISSUED FOR: ��s�-er-cej /,—.Q,,ey 0 44,112-#-%. -,,(_. iC.-r-e-4.4._ All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. INSPECTIONS REQUIRED: Foundation ❑ Framingw Plumbing, Electrical Wallboard FINAL 1�J SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. FOR INSPECTORS USE ONLY: REINSPECTION: NOT TYPE OF INSPECTION DATE TIME APPROVED APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY Building Inspector ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE O PYING B I G OWNER'S SIGNATURE BY . Authorized Agent BUILDING DEPT. j° 5573 A BUILDING ? RMIT City of Bremerton, Washington Phone: (206) 478-5281 ( - r5 3 -y,>�, ° ° OWNER'S VALUE BLDG. DEPT.VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE $ 535 006 $ 9rL5. $� _i) 2;' (l 3 SITE ADDRESS/LOCATION / 3u OWNER'S NAM E;_ �.� � /pQ C ADDRESS PHONE CONTRACTOR cr ,4/9 �' i t AT C6 TRACTOR'S LIC.# ADDRESS / C), &i/ � �, y {� (ij PHONE ❑ RESIDENCE BUSINESS ❑ OTHER ❑ NEW ❑ REPAIR REMODEL ❑ ADDITION ❑ DEMOLISH ❑ SIGNS PLANNING/ZONING STORIES OCCUPANCY THIS PERMIT ISSUED FOR: 4:2_,...0_04„0-4J All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. INSPECTIONS REQUIRED: Foundation ❑ Framing Plumbing X Electrical X Wallboard FINAL , SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. FOR INSPECTORS USE ONLY: REINSPECTION: NOT TYPE OF INSPECTION DATE TIME APPROVED APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY Building Inspector ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE O? 271 PYING B I G/ OWNER'S SIGNATURE BY = � Authorized Agent BUILDING DEPT. i - 1 f ° 5563 A BUILDING ! RMIT City of Bremerton, Washington Phone: (206) 478-5281 OWNER'S VALUE BLDG. DEPT.VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE z, T� C)6 [. $/(o $ $ V33, 2,2 Yd' s' `/z SITE ADDRESS/LOCATION / O OWNER'S NAME ��y- Com- /Doc PHONE CONTRACTOR �)617e-,,. .G ,,,t, ti-cam C-¢449TE CONTRACTOR'S LIC.# ADDRESS J , 0 R- L `J Z/ / i . r') PHONE ❑ RESIDENCE BUSINESS ❑ OTHER ❑ NEW ❑ REPAIR ❑ REMODEL ❑ ADDITION DEMOLISH SIGNS PLANNING/ZONING STORIES OCCUPANCY THIS PERMIT ISSUED FOR: /` .a..0a+ -14".74. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. INSPECTIONS REQUIRED: Foundation ❑ Framing ❑ Plumbing ❑ Electrical ❑ Wallboard ❑ FINAL ❑ SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. FOR INSPECTORS USE ONLY: REINSPECTION: NOT TYPE OF INSPECTION DATE TIME APPROVED APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY Building Inspector ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE UPYING :B LD NG OWNER'S SIGNATURE BY / j uthorized Agent BUILDING DEPT. 2662 BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton, Washington 98310-4799 ( 206 ) 478-5318 UTILITY SERVICE AGREEMENT (/1 Recei,pt No . A v6"' "'" Work Order No. Tap No. Bremerton, WA. o-�'" 3 , 19.` The undersigned property owner hereby applies for Utility service at: 1 Service Address : Legal Description : Plat Block Lot Kitsap County SERVICE REQUIREMENT: [ ] Water [ ] Wastewater [ ] Stormwater SERVICE AREA: [ ] Marine Drive Water [ ] Sewer District *1 [ ] City ( ] North Perry Water ( ) Tracyton Water [ ] County [ ] Port of Bremerton [ ] SERVICE CHARGES : Connection/Inspection Fee : BARS_A Water : Domestic Size $ Fire Size $ Wastewater $ Storm Water $ Front Footage Fee.: Water $ Wastewater $ Storm Water $ General Facility Fee : Water # of units G $ $ Wastewater . . # of units W $ $ Storm Water . $ of units 0 $ $ aystem Development Charges : Water $ Wastewater $ Storm Water $ Temporary Service $ — Road Permit [ ] City [ ] County . . $ Street Restoration [ ) Asphalt [ ) Concrete $ Tapping Fee $ Deposit $ Other Storz Adap for $ 128.64 401-388.1000 TOTAL $ 128,64 1 . Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shall become a lien on the property serviced. 2 . By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following : a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main. (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship. ) b. Changes in pressure , flow or temporary shut-off of services due to system maintenance , emergency or non-payment of charges . Name Bremerton School District (I on ides) Phone Number ( ) Billing Address 300 N. Montgome City Bremerto . State WA ZIP 98310 Owner' s Signature l\ _ 1 -----' Date , 19 Agent' s Signature e Date /( - 3 - 2 3 , 19— Accept� d on beh f f Bremerton Municipal Utilities : q By: (4G , [1-� E'_-� Date //k , 19 1�:� Y Irl H��� -" Original & Yellow Copies : Utilities Accounting Pink Copy: Utilities Engineering Goldenrod Copy: Customer _ ._—ww.IN.www....-- _ - BREMERTON BUILDING DEPARTMENT PERMIT Application Date 09/23/1993 Application Number 93AP06931 Issue Date 11/03/1993 Permit Number 15026 Assessor Acct # Project Group Site Location 1305 IRONSIDES Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N. MONTGOMERY - City BREMERTON State WA Zip 98310 - Phone ( 206) Tenant 's Name PARA CV Phone(206) - Agent 's Name Phone(206) - Architect ' s Name [X] Building [ ) Grading [ ] Sign [ ] Paving [X] Mechanical [ ) Move Building [ ] Burning [ ] Underground [ ] Plumbing [ ] Mobile Home I ] Land Clear [ ] Demolition Building Contractor: Contractor FISCHER CONSTRUCTION Street P.O. BOX 661 City POULSBO Phone (206) 697-5402 State WA Zip 98370 Representative DAN FISCHER State License # FISCHC*131MA Expiration Date 03/26/1994 City License # Expiration Date Nature of Work : Remodel to lower ceiling, add fence for secure storage, new heat pump, new door . APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. a Building Valuation $8000.00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [X) Type Framing [X] Other [ ] / SF-3 Insulation [ I New [ ] Plumbing [ ] Repair [ I `, Status Mechanical [X) Remodel [X] !` Code Wallboard [ ] --- _Additlion [ --~" 12 Final --^-__[Xi ___t____ ___ ReceiveBy': , l \ Approved By: { 1 BREMERTON BUILDING DEPARTMENT MECHANICAL PERMIT APPLICATION Application Number 93AP06931 Contractor. FISCHER CONSTRUCTION Street P.O. BOX 661 City POULSBO Phone (206) 697-5402 State WA Zip 98370 Representative DAN FISCHER State License # FISCHC*131MA Expiration Date 03/2.6/1994 City License # Expiration Date Stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater Boilers Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units 1 Heat Pumps Mixing or Re-Heat Box Air Handling Units Fans Range Hoods Clothes Dryers Incinerators 1 Duct Alterations Tanks Refrigeration Units Other Items • BREMERTON BUILDING DEPARTMENT CONDITIONS OF PERMIT Application Number 93AP06931 Permit Number 15026 FIRE; 1 ) Storz adaptor required. 2) Detectron required above and below ceiling. _ _ _ _ J MECHANICAL • • M CORR O.K. CORR O.K. 1. FURNACE SIZING 1. WOOD STOVE CLEARANCE 2. FURNACE LOCATION 2. CHIMNEY CLEARANCE 3. FURNACE CLEARANCE 3. HEARTH EXTENSION 4. 'B' VENT SIZING 4. CHIMNEY HEIGHT 5. 'B' VENT CLEARANCE 6. 'B' VENT SUPPORT 7. COMBUSTION AIR 8. DUCT SIZING FURNACE APPROVED BY: 9. DUCT CLEARANCE HEAT PUMP APPROVED BY: 10. DUCT SUPPORT 11. DUCT JOINTS GAS PIPING APPROVED BY: 12. GAS PIPING TEST WOOD STOVE APPROVED BY: 13. GAS PIPING SIZING 14. GAS PIPING SUPPORT OTHER: 15. OTHER D PLUMBING CORR U.K. 1. UNDER TEST >` 2. GATE VALVE 3. WATER PIPE SIZING 1' 4. DRAIN PIPE SIZING J< 5. VENT PIPE SIZING 6. PROPER SUPPORT 7. PROPER FITTINGS UNDERGROUND APPROVED BY: 8. VENTING 9. CLEANOUTS �` ROUGH-IN APPROVED BY: /rZ6 7^ 10. PROPER GRADE }' 11. HOT WATER TANK P.R. VALVE 12. OTHER 3 WALLBOARD CORR O.K. COMMENTS: 1. LID OVER SIDES 2. NAILING 3. W/R AT TUB OR SHOWER 4. 5/8 UNDER STAIRS 5. FURNACE ENCLOSURE 6. FIRE SEPARATION GARAGE 7. ATTIC ACCESS 8. DROP CEILING & LIGHTING 9. BACKING AS NOTED ON FRAMING WALLBOARD INSPECTION APPROVED BY: 4 FINAL CORR O.K. CORR O.K. 1. HANDRAILS 9. OUTSIDE GARAGE 2. GUARDRAILS 10. CLOTHES CHUTE A-HEIGHT 11. SEWER/HEALTH DEPT. B-INTERMEDIATE 12. COMMERCIAL BUILDING 3. EXHAUST FANS A-MECHANICAL APPROVED A-KITCHEN VENTING B-PLUMBING APPROVED B-BATHROOMS 13. SMOKE DETECTORS C-LAUNDRYROOMS 14. FIREPLACE HEARTH D-DRYER 15. SAFETY GLAZING/ 4. TILE AT TUB OR SHOWER DOUBLE GLAZED 5. DISHWASHER 16. INSULATION CERTIFICATE PROPERLY INSTALLED 17. FREE-STANDING 6. FIRE DOORS FIREPLACE APPROVED • A-SELF-CLOSING 18. WINDOWS & DOORS CAULKED B-SWEEP OR THRESHOLD WEATHER-STRIPPED 7. ATTIC ACCESS 8. HOT WATER TANK FINAL INSPECTION APPROVED BY: NOTES: PLANNING: 5573 INSPECTION REClD CARD 5563 CITY OF BREMERTON BUILDING DEPARTMENT PERMIT NUMBER ADDRESS & DIRECTIONS IRONSIDES OWNER Bremerton 100C PHONE CONTRACTOR Donald Owens and Assoc . PHONE FOUNDATION CORK O.K. COMMENTS: 1. PERMIT ON SITE 2. CHECK PLANS TO PERMIT 3. CHECK SETBACKS 4. PROPERTY STAKES 5. FOOTING SIZE CORRECT 6. WALL SIZE CORRECT 7. CHECK FOR FILL 8. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCHOR BOLTS 11. FOUNDATION PLATE 12. FOUNDATION VENTS 13. CRAWL SPACE ACCESS FOUNDATION INSPECTION APPROVED BY: 2 FRAMING coRCOMMENTS:R 0 K. CORR O.K. 1. WIRING APPROVED 20. FIREBLOCKING 2. FOUNDATION VENTS A-STAIRS 3. SHIELD UNDER POSTS B-DROP CEILINGS 4. POSITIVE CONNECTIONS C-TUBS OR SHOWERS 5. SOIL TO WOOD CLEARANCE D-ROOF & CEILING LINES 6. POST CLEARANCE - 2" E-FURRED OUT AREAS 7. BEAM SUPPORT F-FIREPLACE AT CEILING 8. TR. MAT. NEXT TO CONC. G-ELECTRICAL HOLES PLUGGED 9. WASHERS ON ANCHOR BOLTS H-PLUMBING HOLES PLUGGED 10. BEAMS PROPER SIZE I-LID IN VOIDS 11. FLOOR JOISTS SPAN 21. WINDOWS 12. NOTCHING & DRILLING A-SAFETY GLAZING A-FLOOR JOISTS B-VENTILATION B-STUDS C-REQUIRED FIRE EXITS 13. STAIRS D-WINDOW SILL HEIGHT A-WIDTH 22. CEILING HEIGHTS B-RISE & RUN A-BASEMENT C-WINDERS B-MAIN FLOOR D-LANDINGS C-UPPER FLOOR E-HEADROOM 23. SWAY BRACING 14. ATTIC VENTILATION 24. TRUSSES 15. CHIMNEY STRAPS SECURED A-PROPERLY INSTALLED 16. FIREPLACE COMBUSTION AIR B-STAMPED 17. FANS VENTED OUTSIDE _ 25. ATTIC ACCESS 18. A-BATHROOMS 26. CEILING JOIST SPANS B-LAUNDRY ROOMS 27. RAFTER SPANS C-KITCHEN 28. ROOF SHEATHING 18. WATER CLOSET CLEARANCE 29. ROOFING APPLICATION 19. SMOKE DETECTOR 30. SIDING 31. CLOTHES CHUTE 32. SHEETROCK BACKING A-UNDER STAIRS B-ABOVE GARAGE DOOR HANGERS FRAMING INSPECTION APPROVED BY: REGISTERED AS PROVIDED BY LAW AS A: CUNST CONT GENERAL REGISTRATION NUMBER EXPIRATION DATE CCOI U SCHC4 131PIA O3 /2:x/'14 EFF CTZ VF OHTt. U t /G,] /x% 1 SCHE R CGNSTRUCT IGiii J LUX Obi I-UULsb��,/ -`k lb S70SIGNATURE O2/ ISSUED BY DEP' 'TMENT OF LABOR AND INDUSTRIES 0 I . BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION Application Date 09/23/1993 Application Number 93AP06931 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N. MONTGOMERY - City BREMERTON State WA Zip 98310 - Phone (206) - Tenant 's Name PARA CV Phone( 206) - Agent ' s Name Phone(206) - Architect ' s Name [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ ] Move Building [ ] Burning [ ] Underground [ ] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor: Work will be completed by owner . Nature of Work: Remodel to lower ceiling, add fence for secure storage, new heat pump, new door . Building Valuation $8000 .00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [X] Type /2, Framing [X] Other [ ] 6( '' ;/ Insulation [ ] New [ ] J Plumbing [ ] Repair [ ] Status Mechanical [X] Remodel [X] Code Wallboard [ Addition [ ] 12 Final [[X] J42(,) )15 it t64-) BREMERTON BUILDING DEPARTMENT MECHANICAL PERMIT APPLICATION Application Number 93AP06931 Work will be completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers Gas Outlets Coolers Air Conditioning Units 1 Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators 1 Alterations Tanks Refrigeration Units Other Items .......7 a BREMERTO N BDILDINO DEPARTMENT RECEIPT # 086424 * This is Not A Permit * Sep 27 , 1993 Permit Fees Amount Paid Plan Check Fees Amount Paid Building S 99.00 $ 99 . 00 $ 64 . 35 $ 64 . 35 62- 322 . 1001 1 Mechanical $ 10 . 50 $ 30 . 50 62-322 . 1.00S $ 64 . 35 , 64 . 35 62-345 . 8300 Other Fees Zoning Fees 1 . (lene- 4 . 50 1 Payment .., other Fees $ .00 Energy Charge State S/C $ 4. 50 1 643-237 . I3 Total Fees $ 198 . 15 Amount Paid $ 198 . 35 Print-- Pn,Ymrsilf ------------ ---_-_ ___ 1 ?4 . ')0 Received From: On 0 q/ 27/ 1 k Rice-Fergus #39- For #93AP 125 , P 1 1 , I , . _ _ ro " r sfi� 2 1 1993 bu]Lu(lY� J1Y �t PART itrytN M—E—M—O—R—A—N—D—O—M SEPTEMBER 29, 1993 TO: JANET LUNCEFORD FROM: DEREK SKANES SUBJ: LOWER CEILING, ADD FENCE, NEW HEAT PUMP, NEW DOOR BUILDING APPLICATION NUMBER: 93AP06931 SITE LOCATION: 1305 IRONSIDES TAX LOT NUMBER: OWNER:BREMERTON SCHOOL DISTRICT The development of the proposed site does not conflict with utility systems located within the Ironsides Avenue right-of-way. APPROVED: Qi J..PJ..AIL t3J ti DATE - 21-�3' LOGGED IN 9--009--475 LOGGED OUT 7- 01-75 -Mir'MNIMPINI• • •• • .• • • RECEIVED IIRFFIVRT (IN fi 11 f 1, f) f N (1 1) 147 P A I. SEP 2 8 1993 al, I , , ,Dept. of Public Works and P F R M I T Utilities City of Bremerton r 7.7Z',7'7.7:::::;-=7:7:: :":: :::.' 1' -.:.:'.: r._"=:',7 r.:=,Z..' 1".% -- 7. 7 ; . ._ . - Application Date 09/24/ 199'3 Application Numhel 91AP0691I Issue Date Petmit Number Assent. Acct. # Project Group Site Location ) 105 1RONSIBES • Owner - Last Name BREMERTON SCHOOL First DISTRIcT MI - Street 300 N . MONTGOMERY City BREMERTON State WA Zip 48i10 - Phone ( 206 ) Tenant ' s Name PARA CV Phone( 206) - Agent ' s Name Phone( 206) Architect ' s Name EX1 Building I 1 Grading ( 1 Sign r I Paving IX1 Mechanical r I Move Building i 1 Burning [ 1 Underground 1 1 Plumbing I 1 Mohile Home r 1 Land ( 1 ear [ 1 Demolition Building Contractor : Work will be completed by owner . Nature of Work : Remodel to lower ceiling , add fence for secure storaue , new heat pump, new door . Building Valuation $8000 . 00 Council District i ;'eusos Tract oonstruction Sq Feet Inspections Type Required Residerwe I 1 Zoning Foundation I I Business rX1 Type Framing I.X1 Other 11 3 1J-0-m131- ion [ 1 New 1 1 Plumbing 1 1 Repair r 1 Statun Mechanical [X] Remodel [xi c .:(0.? WII ) hoald I Addition [ 12 Final 1-.X1 . .. -. z. -- .-:-..-.-• -%,-.•:.,..-,•= 7'....r 7,='Z' kliII/L) 17/a 7/73 PREMEPToN 1, DINC oRPARTMENT MECHANICAL PERMIT APPLI ,CAWN Application Number 93A130693.1 Work will he completed by owner . Stoves Fire Place Inserts Furnaces Hurners Heaters Boilers ( as Ontlets Coolers Air Conditioning Units Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators 1 Alterations Tanks Refrigeration Units Other Items —...--------......r_wwwww_:. --- I BREMERTON -: ' B UTLDING PERMIT . APPI, ICA :P1F (1ART " " T 7: N. ,. . 1 Application Date 09/23/ 1993 Application Number 93AP06931 I Issue Date Permit Number ( Assessor Acct # Project Group Site Location 1305 IRONSIDES -__. Owner - Last Name BREMERTON SCHOOL . First DISTRICT MI - Street 300 N . MONTGOMERY - City BREMERTON State WA Zip 98310 - Phone (206 ) Tenant ' s Name PARA CV Phone( 206) - Agent ' s Name , Phone(206) - l Architect 's Name [Xj Building E 1 Grading [ ] Sign I ] Paving [X] Mechanical 1 1 Move Bui1dino [ 1 Burning [ 1 Underground [ 1 Plumbing r ] Mobile Rome [ 1 Lind ( lar [ 1 Demolition Building Contractor : Work will be completed by owner . OCT 1 1993 Nature of Work : PRFIrfo-ov Remodel to lower ceilingnrir, f,pc, i:or securiwyeiNN 'TAIT new heat pump , new door Z CVO)yliCr W-Qe,i/1-1.- d .. , ac-A-Cszl-roin, req u,fr_e_d cd,,,,,, 4 Aelocci cer4-1,.., , Building Valuation $8000 ,00 Council District 3 Census Tract Construction Sq Feet Inspections Type Requited Residence [ 1 Zoning Foundation [ 1 Business [XJ Type Framing [Xl Other [ I Insulation [ 1 New I ] Plumbing [ j Repair [ I Status Mechanical [xi Remodel [Xj Code Wallboard [x] Addition [ 1 1? Final 4-1)1_,L2 q1,9 ?/9 -3 ....___ . • BREMERTON BUILDING DEPARTMENT MECHANICAL17MIT APPLICATION -------- Application Number 93AP06931 Work will be completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers Gas Outlets Coolers Air Conditioning Units t Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators I Alterations Tanks Refrigeration Units Other items CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION .; 73 71177 7 OCT 51993 DATE : 9-28- , 1993 TO BE COMPLETED BY �4r��t1M�Nigg3 ,��1+4u Bremerton School Dist. owner OWNER CONTRACTOR 1305 Ironsides LOCATION OF JOB FOR remodel ENGINEERING COMMENTS/REVIEWED BY C - BREMERTON R U I [ D I N r DEPARTMENT PERMIT APPLICATION Application Date 09/23/1993 Application Number 93AP06931 issue Date Permit Number Assessor. Acct # Project Group Site Location 1305 IRONSIDES Owner: -, Last Name BREMERTON SCHOOL First DISTRICT M; -' Street 300 N . MONTGOMERY - City BREMERTON State WA Zip 98310 -- Phone , ( 206 ) Tenant- ' s Name PARA CV Phone( 206) - Agent ' Name Phone( 206 ) - Architect ' s Name K' Buy ding [ ] Grading r ] Sign [ ] Paving 1X; Mechanical I I Move Building [ 1 Burning [ ] Underground I ] Plumbing [ ] Mobile Home 1 ] Land Clear [ ] Demolition 3u i.ding Contractor : Work w H he competed by owner. 1 Nat«re of Work: Remodel to lower ceiling, add fence• for secure storage, ::ew Meat pump , new door . :3' : ding Valuation $8000 . 00 Counfll District 3 Census Tract Construction Sq Feet Inspections "lypeS Required Residence [ 1 Zoning Foundation [ j "'usiness [X] Tyne Framing [X] Other [ ] Insulation [ ] New [ ] Plumbing [ ] iepair. [i Status Mechanical [X] Remodel [X] Code Wallboard Addition [ 1 12 Final [X] /rf), (V-r BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION Application Date 09/23/1993 Application Number 93AP06931 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES Owner -, Last Name BREMERTON SCHOOL First. DISTRICT MI ' Street 300 N . MONTGOMERY City BREMERTON State WA Zip 98310 - Phone ( 206) - Tenant ' s Name PARA CV Phone( 206) - Agent ' s Name Phone( 206) - Architect ' s Name [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ 1 Move Building [ ] Burning [ ] Underground [ ] Plumbing [ ] Mobile Home [ I Land Clear [ ] Demolition Building Contractor : Work will be completed by owner . Nature of Work : Remodel to lower ceiling, add fence tor secure storage, new heat pump , new door . Building Valuation $8000 . 00 Council District. 3 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ Business [X] Framing [X] Other [ ] gEt Insulation [ ] New [ ] Plumbing [ I Repair [ ] Status Mechanical [X] Remodel [X] Code Wall Addition [ 1 12 Final EX] BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION Application Date 09/23/1993 Application Number 93AP06931 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N. MONTGOMERY - City BREMERTON State WA Zip 98310 - Phone ( 206) - Tenant ' s Name PARA CV Phone( 206) - Agent ' s Name Phone( 206) - Architect ' s Name [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ j Move Building [ ] Burning [ ] Underground [ ] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor : Work will be completed by owner . Nature of Work : Remodel to lower ceiling, add fence for secure storage, new heat pump, new door . Building Valuation $8000 . 00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [X] Type Framing [X] Other [ ] Insulation [ ] New [ ] Plumbing [ ] Repair [ ] Status Mechanical [X] Remodel X1 Code Wallboard r Addition [ 12 Final [[X �� � � /61). ?„3 1011/ 193 . FILE COMMENTS S • SIT►:ADDRESS: 1305 Ironsides nl.Y.nu. 93AP06931 • OWNER: Bremerton School Dist NO.PLANS 3 CONSTRUCTION TYPE: SQ.Ff.: OCC.LOAD VALUATION: PLAN CI:. DWG.. 41(CIIG. . . FEES MAID: MUG. %1k;CIL OTIL ER DA'L'E. uATE ANY.wi NOT ROUTING: • SET PENT KL1W+NW ANP. COMMENTS APP. 1tk:VL}Wk:It WILDINGED ____, Le2Z____ /6 ,./ .-- ..ez. „ez...044 PLANNING Q ____ ,44' /g3 iQ 1 - ____-- ........ )141-01-4"-• . © 9 a7 9 3 /0 �,' , ENGINEERING - WATER ( a7 9 G ' V -��. -,---- FIRE GAJ 9_ /0/) — 4. _ e/.41 = i TRAFFIC 0 _'_'- IlEALTll DEPT. 0 - �1 M ar. aL 4 r r r • • . r • r FILE COMMENT SITE ADDRESS: l 0,5 APP.NO. 49 P 0(a So OWNER }- k NO.PLANS CONSTRUCTION TYPE: SQ.FT.: OCC.LOAD VALUATION: PLAN CK. BLDG. SRCHG. FEES PAID: PLBG. MECIL OTHER DATE DATE APP.W/ NOT ROUTING: • SET# SENT /RETURNED APP. COMMENTS APP. REVIEWER BUILDING Er `:)f( JC, �/i;171q3 / ���.+� ..�d .'. PLANNING 57L :$ ENGINEERING 17113O1 c •6/_/ ✓ WATER /� \ FIRE _. TRAFFIC ' I IEALTII DEPT. E DATE COMMENTS • i ��1�///�!_ / -moi!! . - .`... - _ _WI:Ci-C'�rtt.`►. Ctrxx)26 (0y - SY0a ��! 779- x'.373 1 BREMERTON BUILDING DEPARTMENT PERMIT Application Date 04/29/1993 Application Number 93AP06506 Issue Date 06/29/1993 Permit Number 14707 Assessor Acct # 3975-000-027-00-- Project Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON SCHOOL First DISTRICT - Street 300 N . MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone (206) 377-8773 Tenant ' s Name Phone(206) - Agent 's Name Phone(206) - Architect ' s Name DAVE FERGUS 377-8773 [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ ] Move Building [ ] Burning [ ] Underground [X] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor: Contractor FISCHER CONSTRUCTION Street P.O. BOX 661 City POULSBO Phone (206) 697-5402 State WA Zip 98370 Representative DAN FISCHER State License # FISCiC*_LIMA Expiration Date 03/26/1994 City i,lcense # Expiration hate LVatu[e ul Work: rLoviae new offices anu lunchroom, etc. Building Valuation S160000 . 06 Council District 3 Census 'Tract d Construction Sq Feet inspections Type Required Residence [ j Zoning Foundation [ ,] Business [X] Type Framing [X] Other [ ] SF-3 Insulation [X] New [ ] Plumbing [X] Repair L ] Status Mechanical [X] Remodel [X] Code Wallboard [X] Addition [ ] 12 Final [X] Received By: Approved By: BREMERTON BUILDING DEPARTMENT MECHANICAL PERMIT APPLICATION Application Number 93AP06506 Contractor FISCHER CONSTRUCTION Street P.O. BOX 661 City POULSBO Phone (206) 697-5402 State WA Zip 98370 Representative DAN FISCHER State License # FISCHC*131MA Expiration Date 03/26/1994 City License # Expiration Date Stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater Boilers Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units 1 Heat Pumps Mixing or Re-Heat Box Air Handling Units Fans Range Hoods Clothes Dryers Incinerators 1 Duct Alterations Tanks Refrigeration Units Other Items BREMERTON BUILDINGDEPARTMENL PLUMBING PERMIi. APP L 1 c A "i' i u N Appiication Num�et y.�r�run�uu Contractor FISCHER CONSTRUCTION Street P.O. BOX: OX 661 City POULSBO Phone (206) 697-5402 State WA Zip yo.i3 Representative DAN FISCHER State License # FISCHC*131MA Expiration Date 03/26/14 City License # Expiration Date Toilets Bathtubs Basins Showers 1 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals 1 Drinking Fountains Drains Slop Sinks Water Piping and Alterations Interceptors Hose Bibb Lawn Sprinkler Private Pools Public Pools Building Sewer Gas Pipe Roof Drain ' Private Hot Tubs Public Hot Tubs Other Options A BREMERTON BUILDING DEPARTMENT CONDITIONS O F PERMIT Application Number 93AP06506 Permit Number 14707 Fire: I . Separate fire alarm permit required. 2 . Provide knox box. 3 . Provide two (2) storz adapters . 4 . Lighted exit signs and emergency lighting required. BRFMMRPO N 80 t hOINC: UFPARTMFMT RECEIPT # 086090 * This Ts Not A Permit * :Tun 29 , 19q1 Permit Pees Amount Paid Plan Cheek Feer; Amount Paid Building $ 459. 50 $ 10'19 . 50 $ 298 . 68 62-322 . 1001 Mechanical i0 . 50 30 . 1'4) 62-322 . 1005 Plumbing 31 . 50 4- 62 -322 . 1001 $ 298 . 68 . 00 62-345 . 8300 Other Fees Storn Adapter S 257 . 28 34-388 . 1000 Sales of Maps/Pubs $ .00 16- 341 . 5000 Zoning Fees (len Payment $ 261 . 78 Other Fees $ 257 . 28 Energy (Marge State S/( 4 . 50 643-237 . 13 Total Fees $ 1081 . 96 Amount Paid $ 783 . 28 Prior Payment $ 298 . 68 Balance fln $ .00 ";" 7'.7 r 7" r 1-• $ 521 . 50 $ v01 . 50 Received From: On 06/29/ 199i Pischer Construction U.'646 For #93A,PO6S06 . . . 2528 BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton , Washington 98310-4799 ( 206 ) 478-531.8 UTILITY SERVICE AGREEMENT Work Order No . , Tap No . Receipt No . 1/41` ___.00 Bremerton, WA. y, eo/l , 1 The undersigned property owner hereby applies for Utility service at : Service Address : Legal Description: Plat Block Lot Kitsap County SERVICE REQUIREMENT: [ ] Water [ ] Wastewater [ ] Stormwater SERVICE AREA: [ ] Marine Drive Water [ ] Sewer District #1 [ ] City [ ] North Perry Water [ ] Tracyton Water [ ] County [ ] Port of Bremerton [ J SERVICE CHARGES : Connection/Inspection Fee: BARS # Water: Domestic Size $ Fire Size $ Wastewater $ Storm Water $ Front Footage Fee : Water $ Wastewater $ Storm Water $ General Facility Fee : Water # of units e $ $ Wastewater . . # of units @ $ $ Storm Water . $ of units Q $ $ System Development Charges : Water $ Wastewater $ Storm Water $ Temporary Service $ _ Road Permit [ ] City [ ] County . . $ Street Restoration [ ] Asphalt [ ] Concrete $ Tapping Fee $ Deposit $ Other (2) Storz Adaptors $ 257.x8 _ 401-388.1000 TOTAL $ 2578 1 . Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shall become a lien on the property serviced. 2 . By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following : a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main . (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship. ) b. Changes in pressure, flow or temporary shut-off of services due to system maintenance , -mergency or non-payment of charges . Name Bremerton School District (7.305 i ro -ides Ave) Phone Number (206 ) 377-8773 Billing Address 300 N. Montq• e City Bremerto State hA ZIP 98310 Owner' s Signature _ Date , 19 Agent' s Signature ) lLt7 Date (042 , 1970 Acc - . -d on beha of Bremerton Municipal Utilities : , l�q By: AD, Date 7'�' , 19 lt; nal & Yellow Copies : Utilities Accounting )py: Utilities Engineering Goldenrod Copy: Customer 4. P R 1 11 F. k H 11 1 F) N 0 p R WCW 1 PT onya7 * ,rhi “ ;", Not A Petoci t Pc% IT0ii Alt)(11111t. P:11 et P 1 ;In ltp,,14F Amt)10,1 2 0() MeCtlan i 17;1 I 1`• 'SO 6.1" . I 00S P1 11rni.; tAct S 77 62 - 7 . 1.003 ' 1,8 0t-11 )r. ott i I t WP Pn Siffir-111 (It tt,e'Y Wrte; y F.1 t '1 ,1 c7 Aliit>tiTM t Pa i (1 $ • P1 i r P.Aytiv-fit 5 0 R:11 .0ico 010, " cf0 . ot) JEr1 (>/, 04/ ''9/ <Jur; It.itr-)4-)0 iA1'0651)c-,, ebti SFFMFRTON DFPARTMFNT PF(IFIPT # 086606 * Thi Ts Not A PPrmit * Nov 03 , ty9A Permit. Fees Amount Paid Plan Check Fees Amount Paid Y9. 00 64 , 35 62-322 . 1001 Mechanical 30 . 50 62-322 . 1005 64 . 35 . 00 62-345 . 8300 Other Pees Storz Adaptet $ 128 . 64 34-388 . 1000 Zoning FPes Oen Payment $ 128. 64 Other Fees $ 128 . 64 Fnergy Charge State S/C 4 . 50 643-237 . 13 Total Fees $ 326. 99 Amount Paid $ 128. 64 Prior Payment $ 198 . 35 Ratance Due . 00 7; "• 7' a ' $ 129. 50 , 00 Re,7eived Prom: On tI /03/ 1993 Fischer Const . #3174 For #43AP06931 CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE: 4-30- , 1993 TO BE COMPLETED BY 5-10- , 199 3 Bremerton School Dist. owner OWNER CONTRACTOR 1305 Ironsides LOCATION OF JOB FOR new offices & lunchroom ENGINEERING COMMENTS/REVIEWED BY *2 CA- J23 BREMERTON• BUILDING DEPARTMENT PERMIT APPLICATION Application Date 04/29/1993 Application Number 93AP06506 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N . MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone ( 206) 377-8773 Tenant ' s Name Phone( 206) - Agent ' s Name Phone( 206) - Architect ' s Name DAVE FERGUS 377-8773 [X] Building [ ] Grading [ ] Sign • [ I Paving [X] Mechanical [ I Move- Building [ ] Burning [ 1 Underground [X] Plumbing [ ] Mobile Home [ ] hand Cl ear [ j Demol tion Building Contractor : Work wi. l l be completed by owner . Nature of Work : Provide new offices and lunchroom, etc . Building Valuation $60000 .00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence L J Zoning Foundation [ J Business [X] Type Framing [X] Other ( ] Insulation [X] New [ ] Plumbing [X] Repair [ ] Status Mechanical [X] Remodel [X] Code Wallboard [X] Addition [ ] 12 Final [X] BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION Application Date 04/29/1993 Application Number 93AP06506 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N . MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone ( 206) 377-8773 Tenant ' s Name Phone( 206) - Agent ' s Name Phone( 206) - Architect ' s Name D [X] Building AVE FERGUS 377-8773 [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ ] Move Building [ ] Burning [ ] Underground [X] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor : Work will be completed by owner. Nature of Work: Provide new offices and lunchroom, etc . Building Valuation $60000 . 00 Council District 3 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [X] Type Framing [X] Other [ ] Insulation [X] New [ ] Plumbing [X] Repair [ ] Status Mechanical [X] Remodel [X] Code Wallboard [X] Addition [ ] 12 Final [X] B R E M E R T O N BUILDING DEPARTMENT MECHANICAL PERMIT APPLICATION Application Number 93AP06506 Work will be completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers Gas Outlets Coolers Air Conditioning Units 1 Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators 1 Alterations Tanks Refrigeration Units Other Items BREMERTON BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION Application Number 93AP06506 Work will be completed by owner . Toilets Bathtubs Basins Showers 1 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals 1 Drinking Fountains Drains Slop Sinks Water Piping Interceptors Vacuum Breaker Lawn Sprinkler Fire Sprinkler Private Pools Semi-Private Pools Public Pools Groundwork Sumps Alterations Kidney Machines Private Hot Tubs Semi-Private Hot Tubs Public Hot Tubs Other Options BREMERTON• BUILDING DEPARTMENT PERMIT APPLICATION Application Date 04/29/7.993 Application Number 93AP06506 Issue late Permit. Number Assessor. Acct # Project. Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON SCHOOL, First DISTRICT MI -- Street 300 N. MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone (206 ) 377-8773 Tenant ' s Name Phone( 206) - Agent 's Name Phone(206) -. Architect ' s Name DAVE FERGUS 377-8773 [X1 Building [ 1 Grading [ 1 Sign [ 1 Paving [X1 Mechanical [ 1 Move Building [ 1 Burning [ 1 Underground [X1 Plumping [ 1 Mobile Home [ 1 Land Clear [ 1 Demolition Building Contractor: Work will be completed by owner . CITY OF BREMERTON Nature of Work: 1993 Provide new offices and lunchroom, etc . !1I 0 IVIuiv�rJ� hL d i IJTIES • Building Valuation $60000 .00 Council District 3 Census Tract - -. Construction Sq Feet Inspections Type Required Residence I 1 Zoning Foundation I 1 Business [X1 Type Framing [X1 Other f 1 Insulation [X1 New [ 1 Plumbing [X1 Repair I 1 Status Mechani cal [X_I Remodel [X1 Code Wallboard [X1 I Addition [ 1 12 Final [X1 • - • ------------------ _ . _ ._.__ BREMERTON BUILDING DEPARTMENT MECHANICAL PERMIT APPLICATION Application Number 93AP06506 Work will he completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers Gas Outlets Coolers Air Conditioning Units 1 Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators 1 1 Alterations Tanks Refrigeration Units Other items ° -, - - - BREMERTO N BUILDING DFPARTMENT PLUMBING PERMIT APPLICATION Application Number 93AP06506 Work will be completed by owner . Toilets Bathtubs Basins • Showers 1 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals 1. Drinking Fountains Drains Slop Sinks Water Piping Interceptors Vacuum Breaker Lawn Sprinkler Fire Sprinkler Private Pools Semi -Private Pools Public Pools Groundwork Sumps Alterations Kidney Machines Private Hot Tubs Semi-Private Hot Tubs Public Hot Tubs Other Options 41Y1 • (AyrY BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION Application Date 04/29/1993 Application Number 93AP06506 Issue Date Permit Number Assessor Acct # Project Group Site Location 1305 IRONSIDES AVENUE Owner - Last Name BREMERTON SCHOOL First DISTRICT MI - Street 300 N. MONTGOMERY AVENUE - City BREMERTON State WA Zip 98312 - Phone (206) 377-8773 Tenant 's Name Phone( 206) - Agent 's Name Phone(206) Architect 's Name DAVE FERGUS 377-8773 [X] Building [ ] Grading [ ] Sign [ ] Paving [X] Mechanical [ ] Move Building [ ] Burning [ ] Underground [X] Plumbing I ] Mobile Home [ ] Land Clear [ ] Demolition Building Contractor: Work will be completed by owner. Nature of Work: Provide new offices and lunchroom, etc. 115 '13 Building Valuation $60000 .00 Council District 3 Census Tract —� Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [X] TypeFraming [X] Other [ ] Insulation [X] rvR New [ ] Plumbing [X] Repair [ ] Status Mechanical [X] Remodel �" [X] Code Wallboard [X] Addition [ ] 12 Final [X] ji BREMERTONLDT-N G DDEPARTMENT II MECHANICAL PERMIT APPLICATION Application Number-793AP06506 Work will be completed by owner . Stoves Fire Place Inserts Furnaces Burners Heaters Boilers Gas Outlets Coolers Air Conditioning Units 1 Heat Pumps Re-Heat Boxes Air Handling Units Fans Range Hoods Dryers Incinerators 1 Alterations Tanks Refrigeration Units Other Items SII BREMERTON BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION Application Number 93AP06506 Work will be completed by owner . Toilets Bathtubs Basins Showers 1 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals 1 Drinking Fountains Drains Slop Sinks Water Piping Interceptors Vacuum Breaker Lawn Sprinkler Fire Sprinkler Private Pools Semi-Private Pools Public Pools Groundwork Sumps Alterations Kidney Machines Private Hot Tubs Semi-Private Hot Tubs Public Hot Tubs Other Options 1 1 City'of Bremertort, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5275 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO:,)tuilding Aire Traffic /� Business License Or Panning d er/Wastewater (31"e ngineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by December 14, 1993 . Thank you. Permit Technician: Bonnie Kruse Date_ November 23_2_ 1993 ***************************************************************** Address of Building 1305 Ironsides________ Building Owner __ Bremerton School District Nature of Construction remodel Name of Building Nanette School Building _ Contractor Fischer Construction Permit # 14707 __' Permit Date 6/29/93 �. ' Type of Construction VN Square Feet N/A ***************************************************************** Comments: Approved __ Disapproved _ By:__, Date City'of Bremerton, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5775 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO: Building Fire Traffic Business License Planning Water/Wastewater Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by DQ-cember_ 14, 1993 . Thank you. Permit Technician:_ Bonnie Krause Date_ November 23j_ 1993 ***************************************************************** Address of Building 1305 Ironsides Building Owner __ Bremerton School District __'_y Nature of Construction _ remodel Name of Building Nanette School Building Contractor Fischer Construction Permit # 14707 Permit Date 6/29/93 Type of Construction _ VN Square Feet N/A ***************************************************************** Comments: Approved Disapproved _ By _ ___ Date__ V2-V9 3 _ City of Bremerton, BUILDING: 478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5275 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO : Building Fire Traffic Business License Planning Water/Wastewater Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by DQcember 14, 1993 . Thank you. Permit Technician:_ Bonnie Kruse Date_ November 231. 1993 ***************************************************************** Address of Building 1305 Ironsides Building Owner __ Bremerton School District__'_ ________ Nature of Construction _ remodel ___ Name of Building Nanette School Building Contractor Fischer Construction Permit # 14707 Permit Date 6/29/93 Type of Construction _ VN Square Feet N/A ***************************************************************** Comments:_ Approved ,X Disapproved _ By:_ c� Date_ /i 1_ i . r CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE: 4-30- , 1993 TO BE COMPLETED BY 5-10- , 1993 Bremerton School Dist. owner OWNER CONTRACTOR 1305 Ironsides LOCATION OF JOB FOR new offices & lunchroom ENGINEERING COMMENTSjREVIEWED BY *12._ City'of Bremerton, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION � PLANNING:478-5275 AND LAND USE q340 " Building Department Request for Issuance of Certificate of Completion TO: Building Fire Traffic Business License Planning Water/Wastewater Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by DQ_ nber 14 1993 . Thank you. Permit Technician:_ Bonnie Krause Date_ November 23 1993 ***************************************************************** Address of Building 1305 Ironsides—__—�___ Building Owner __ Bremerton School District __N_'_ Nature of Construction _ remodel — Name of Building , Marlette School Building ___' —,--___+— Contractor Fischer Construction —_-- — Permit # 14707 Permit Date 6/29/93 Type of Construction VN Square Feet N/A ***************************************************************** Comments: / JDxsap;roved _ _ Approved _ By: /�1' D:teITI3 r City of Bremerton, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5775 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO : BuildingFire ire Traffic Business License Planning Water/Wastewater Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by December 14, 1993 . Thank you. Permit Technician:_ Bonnie Krause __Date_ November 23 1993 ***************************************************************** Address of Building _ 1305 Ironsides_-__N___ Building Owner __ Bremerton School District__'_ _wN___ Nature of Construction _ remodel Name of Building Manette School Building Contractor Fischer Construction Permit # 14707 Permit Date 6/29/93 Type of Construction VN Square Feet N/A ***************************************************************** Comments:_ %i%1 Mp �! �C��ti ��` Al/ /47454 - V.L.//-7-,Cc= Approved Disapproved _ By �i� �� a�� ate_1� _ City'of Bremerton, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5275 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO : Building Fire Traffic Business License Planning Water/Wastewater Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by December 14, 1993 . Thank you. Permit Technician:_ Bonnie Krause Date_ November 23Z 1993 ***************************************************************** Address of Building _ 1305 Ironsides Building Owner __ Bremerton School District________________________________________ Nature of Construction remodel Name of Building Nanette School Building Contractor Fischer Construction Permit # 14707 Permit Date 6/29/93 Type of Construction VN Square Feet N/A ***************************************************************** Comments: r , l-- Approved `_ Disapproved _ By:_, 4wdi%•� =� ! date___ City'o f Bremerton, BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5275 AND LAND USE Building Department Request for Issuance of Certificate of Completion TO:�' lding Business License moire Traffic er gineering �3 t�Xanning �L-Weter/Wastewater Please review this request for to be athe following a Letter of by D g structure and return to othistDena Department ---fiber 14 1993 . Thank you. p A:SA-P pc z Permit Technician:_ Bnnn;a u- se __ Date_ November 21_ 1993 ************************************************************* Address of Building 1305 Ironsides **** Building Owner _- Bremerton School District — _ Nature of Construction remodel '- "--- Name of Building Manette School Building -'w Contractor Fischer Construction Permit # 14707 ----'--'---- Permit Date 6/29/93 Type of Construction VN _________ Square Feet N/A Comments: ******* Approved Disapproved---- '' _ _ By:__' ',P:O ___--- Date �j7 N Va, a C --_03Z o ai N O , E a I=1 a c 0o o V k'' }? �^ v r r s r E E E r E M co • s II :-d AAAVVVVVa, ° N 75 C u ° y . 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CIP7,), Cii, = cr (dr) Jim (ID CD s g.2... =11 111, CII:j c4441.& 0 tG 0 a. ilt talk (Da) r F a — \ a „ % allillinallinopitik a_V :',.,t4', - it34.” '' Z '' ' \ '''''''' ''''''''' ii g4� iii, • ��99 .1 :.? / i 1 -1 r"IA/6 4u ......, 11 I 7 i. :,,,_ „.,,t -,=== . a ,,,:i iiigiol '''''''44''''''': . . RI N cc'Te I//'%o'a'es e ,fiery//e °/1/4//Y Authorized Standard 1. Flammability Standard 94HB approved by Underwritres Laboratories Inc. 2. Uniform Building Code 5209 approved by International Conference of Building Officials. 3. ANSI Z 26-7, Safety glazing material for Motor Vehicles, approved by Department of California Highway Patrol. 4. ANSI Z97. 1-1972, Safety glazing material used in buildings, approved by Safety Glazing Certification Council. 3 When light rays are emitted from SHINKOLITE A into the atmosphere and when the angle of incidence is Light in Weight larger than 42°10' full reflection occurs. SHINKOLITE A(Specific gravity 1.19)compared with This is then applied for edge-lighting. inorganic glass, is less than half of its weight. Thermal and Humid Expansion Water-clear Plastics in general absorb moisture and thermally ex- Colorless SHINKOLITE A is as clear as a rock crystal. pand like metals. Its light transmittance rate of 93 percent means that Coefficient of thermal expansion of SHINKOLITE A SHINKOLITE A is the most clear material available on is two times as much as that of ceder, seven or eight the market. times as much as that of iron. Light transmittance of each wave-length is shown in the graph on page 26. Thermal Conductivity The thermal conductivity of SHINKOLITE A is as Weather Resistance small as that of phenolics and only one sixth of that of SHINKOLITE A has an extremely excellent resistance glass. to sunlight, weather, and either high and low temper- atures. Outdoor exposure test for all kinds of SHINKOLITE A has been done both in a desert district of the U.S.and in MRC's Tokyo Plastics Laboratory. 4 Ill • II CAST ACRYLIC SHEET AND SUPER ABRASION-RESISTANT SHEET immiiiim_ .. . . .. _.. . . ,,., „„ _....„,, PRODUCT SAFETY BULLETIN Du Pont"LUCITE"L,XL,and SAR acrylic sheet Personnel should not be exposed to more than 100 ppm products have a proven record of safe manufacture, monomer in air,the OSHA-regulated exposure limit. fabrication,and disposal.These Du Pont products are not hazardous materials that pose health or storage `;, STORAGE problems, create hazardous conditions or require any I/ CI Sheets should not be piled flat. extra special care when used under normal conditions Upon arrival at their destination, and in typical installations. This bulletin discusses and " ,, 1 , •1 � sheets should be unpacked and recommends safeguards for minimizing risks to safety stacked vertically in racks.This and health when handling, storing, and disposing of `. eliminates the possibility of chips LUCITE sheet. - and hard particles becoming This information is based on Du Pont's experience and lodged between sheets.In vertical is offered as a service to customers.Recommendations storing,sheets should be adequately supported to are general in content and cannot be interpreted to prevent bowing. , reflect specific needs of varying usage conditions. Cl Avoid storage of sheets with paper masking in areas This information is intended to be used by individuals where temperatures of 125°F(52°C)and higher exist. experienced in handling, storing, and disposing of • LUCITE sheet and is to be used at their discretion and CI Keep material out of areas where intense sunlight risk.Du Pont will not guarantee favorable results through is present; failure to do so may cause paper masking • use of this information and will assume no liability in to bake on the sheet. conjunction with its use or misuse. ❑Avoid storage of material where damp and/or HANDLING water-flooded conditions exist, since either may cause �� =-.;,, warpage and/or absorption of water into the sheet. „� ❑ Protective gloves are recommended for operators DISPOSAL working with LUCITE sheet to ❑ Thep referred disposal method for LUCITE sheet avoid possible hand injuries caused by sharp edges. is by landfill. "LUCITE"L,XL,and SAR acrylic sheet products are stable and represent no known health ❑ During fabrication requiring sawing or drilling, safety hazards in properly operated landfills. glasses or goggles should be worn. )(Incineration is an alternative method for disposal. ❑ Sawdust produced when LUCITE acrylic sheet is cut Under conditions of complete combustion,LUCITE has a high surface area per unit weight and presents a sheet is converted to carbon dioxide and water. fire hazard,as does wood sawdust.Prompt clean-up and Whatever method of disposal is decided,it must be in proper disposal of the sawdust will minimize the chance compliance with local,state,and federal regulations. of an accident. Smoke produced under incineration conditions ❑The recommended maximum continuous service should be considered toxic and should not be inhaled,as temperature for LUCITE sheet is 176°F(80°C).Above is true for smoke produced from wood or paper under the this temperature,significant loss of physical properties same conditions.In the event of accidental fire,LUCITE must be expected. sheet may be extinguished with carbon dioxide,water CIIf LUCLUE acrylic sheet is exposed to temperatures or a dry chemical. of 500°F(260°C)or higher,the polymer will undergo LUCITE acrylic sheet is a combustible thermoplastic a smooth decomposition.The monomer evolved is and,like many other synthetic and natural materials, flammable; therefore,if such exposure occurs,sources should not be used in applications where codes or • of ignition must be avoided.The monomer also is toxic. common sense deem it unsafe. DUPONT COMPANY dO��POOLYMER PRODUCTS DEPARTMENT E-24698 PRINTED IN U.S.A LUCITE®SHEET PRODUCTS GROUP WILMINGTON,DELAWARE 19898 • I • .L •, ' PLICATION CITY OF BREMER IN BUILDING DEIORTME6N/) l T ' :4°,0 ( 1 1 simil 5=71- S (,PERMIT FEE S -)GI_AN CHECK S ------).• ,..----—.—-— '" 47 ADDRESS/LOCATION or JOB .47 4// Z-- (3 ,i(---- , APPLICATION ISSUED FOR: 4f-47 -,41-dSre.C. PROPERTY TAX ACCT. NO • :. ---) PLANNING ZONING FIRE ZONE .OCCUPANCY ' TYPE OF CONSTRUCTiQN --- OWNER -45e!e4 414w27,:ver---CONTRACTOR 73- ADDRESS 300 iii /....ep, ADDRESS 9?"--5-. /01" nt ./91,4 5 7,;:lc'ip".7 A- PHONE _ . / . • • ,if • NE PHO .Y6;73.7/445/ STATE LIC. I - --•• SIGNATURE APPLICANT 112: • _ . v 0('''. , . .... . . DATE././7.14'47.3. • • RECEIVED BY .. • ACCEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE OF BLDG . PERMIT . 7 ......... .... ......- PLANNING COMmENTS/REVIEWED BY #554; C-14y /3/41r(nly 10 3/2-1 . C.-----S _________ )-----------,— ENGINEERING COMMENTS/REVIEWED BY....._... • , IAPil) ly' ___ • • SEPARATE PERMIT REQUIRED FOR WORK IN RIGKT-OF-wAY, ExCAvATIoN, PAVING, SICEwALKS,SAN1TARY 6 STORK SEWER. RE ;; PT. COMMENTS/REVIEWED BY MATT'D BY _ e,....__ TRAFFIC DEPT. CO. OY.......... ri7:17777N 31' . 1 esmarn ------....,---. ---...-.1"-__====..- -.-4=====.,-, -_—_ — .- )s• xmos.....1.11 PLUMBING REVIEWED BY i ---1 I _ . wA.7ER DEP7. I ....rj SPARIE PERITS REQUIRED FOR PLUMBING AND MECHANICAL WORK. _— -------..-....,-EL ;RIcAL REVIEWED BY wiSEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK. ...._,__----------------...m............+• ........" [ SUILDIN REVIEWED BY.......... , ' AnP'n , ni- 1 i 1 "rE 1 VED i ‘,. --- ••,.....--i „.-------.----.....---.-...---Th p 1 i am c e prficer L---= j City of Bremerton Planning Dept. 111 • 03812.0 ADDENDUM NUMBER ONE 9 November 1983 MANETTE SCHOOL REMODEL Page 1 SPECIFICATIONS Item 1. ADVERTISEMENT FOR BIDS - Bid date shall be extended. Sealed bids shall be received until 4:00 P.M. , 29 November 1983, in lieu of 15 November 1983 as shown. Item 2. INSTRUCTIONS TO BIDDERS, Page 1 A pre-bid conference and walk-through shall be held at the school site on 17 November 1983 from 1 :30 to 4:00 P.M. All contractors and subcontractors are invited to tour the existing building and ask questions. The opening topic shall be Mechanical , then Electrical and last, General work. Item 3. The Drawings and Specifications include Phase I and Phase II work. Phase I work only will be bid at the November 29 bid date. All work shown on the drawings shall be in Phase I except that work which is noted as Phase II . Sheet M1 - Office Partitions shown for Rooms 2, 2A, 16 and 17, along with thermostats shown, shall be in Phase II . DRAWINGS Item 4. Built-up Roof for new framing over stairway between Office Areas 1 and 3 shown on Sheet A3 shall be - according to Section 7A 3 through 7A-6 of the specifications and shall be in Phase I. Item 5. Delete flashings indicated on exterior elevations on Sheet A4. Item 6. Sheet S2, Stairway into Office 3 shall not be built as shown, but shall be built as shown on Sheets A2, A6 - Section C and A8 - Section 6. Stair framing shall be according to Section C on Sheet A8. Door 27, brick opening shall be framed with 12-3/4" metal frame to entirely cover the cut brick in lieuof that shown on Sheet A3. GWB on north face of wall shall return back to metal frame. Hollow metal frame shall be filled with concrete with (3) No. 4 reinforcing bars across the head before grouting into place. • Item 7. Stair Ml, M7 and 32 shall all be built according to framing shown on Section C on Sheet A8. Item 8. Step and risers up to raised computer floor in Room B11 shall be furnished by raised computer floor supplier and tile top riser shall start at the end of the stub wall in lieu of that shown on Sheet Al. Item 9. Sheet C-2, two handicap parking stalls shall be painted in Phase I on the existing asphalt at the south edge of the gravel parking area. Included shall be (2) 8' long sections of pre-cast concrete curb, Type C, for tire stops and the handicap parking symbol painted within each stall . Item 10. All downspouts shown on Sheets Al and A2 are existing downspouts and do not need to be replaced. 4 J 03812.0 AINDUM NUMBER ONE 9 November 1983 MANETTE SCHOOL REMODEL Page 2 Item 11. Section 2H - DEMOLITION AND DISPOSAL, attached to this addendum, shall be added to the specifications. Item 12. Built-up Roofing clarification: The only new built-up roofing required in Phase I is shown above Door 27 at the existing roof penetration shown on Sheet A3 and the existing roof drain relocation shown on Sheet A3. Item 13. Standard cabinets shown on Sheet A8 shall be stock factory-built wood cabinets, "Monitor" 770 Series, Harmon, Ly-Line or approved equal . Use stock cabinets wherever possible. Item 14. A general note shall be made a part of Sheet A2 as follows: Areas 1, 3, 4, 14, 18, 19, 20, 21, 22, 23, 24, 25, 27, 28 and 31 are heated by pipes in the floor slab. Extreme care shall be taken with any work which penetrates the concrete slab in these areas so as not to break the existing heating pipes. Contractor shall use a metal detector to locate pipes before cutting, drilling or shooting into floor slab. Contractor is responsible to repair any damaged or broken heating lines. Item 15. Finish Schedule - Sheet Al: Add the title Wainscot to the column to the right of "existing walls" . This column shall now read "Existing Wainscot". Item 16. Finish Schedule - Sheet Al and A2. The columns noted finish surface after existing walls and existing wainscot indicate the new finish which the existing surfaces are to have under Phase I Project. SEIFERT AND FORBES, P.S. 925 Tacoma Avenue South Tacoma, Washington 98402 • Phone 383-1601 • • • Page 1 03812.0 SECTION 2H - DEMOLITION AND DISPOSAL 2H-1 SCOPE OF WORK A. WORK INCLUDED: Demolition and Disposal : This section includes demolition and disposal of items indicated on the drawings and hereinafter specified, any existing material that will not be reused in the project and the removal of existing required to complete the work of this project whether shown or not. B. APPLICABLE PUBLICATION The following specifications of the issue listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent required by the references thereto. OSHA - Occupational Safety and Health Administration Local and State Codes as Pertinent to Project C. TRAFFIC CONTROL AND WORK HOURS The Contractor shall during demolition of items in subject area, adhere to all regulations imposed by local and State Authorities and clearing of streets and parking areas of debris, and allow free movement of buses and traffic. D. GENERAL 1. Demolition and disposal shall include dismantling of the materials into components small enough to be carried away, and transporting these components to suitable waste areas of Contractor's choice. At his option, the Contractor may retain these items in usable form and take possession of them for his own benefit providing that there is not subsequent cost or inconvenience to the Owner. The Owner does not guarantee that these items are complete or in working order, and the Contractor shall assume responsibility for any damages 411 caused by their use immediately upon taking possession of them. Scheduled removal of mechanical and electrical equipment, walls, cabinets, lockers, kitchen or shop equipment, etc. shall include as part of the required demolition the removal of: a. any permanent or non-permanent concrete, steel, wood, etc. , base; b. hanging structures such as equipment platforms, pipe hangers, etc. ; c. soffits or falsework related to cabinets, lockers, equipment, ducts, pipes, etc. ; which are related to or connected with the item being removed, in order to allow the construction of finished building in the configuration and with the intent shown in the contract drawings and specifications. • I • Page 2 03812.0 SECTION 2H - DEMOLITION AND DISPOSAL 2. The following equipment shall be carefully removed by the Contractor and shall be set in a designated place for the Owner to pick up: a. Doors with hardware, toilet accessories and frames b. Fire extinguishers throughout not being reused c. Metal lockers that are not reused under this contract d. Chalkboards that are not reused under this contract e. Climbing rope f. Drapes and curtains g. Cabinets h. All shelving and casework i. Folding doors j. Handrails k. Plumbing fixtures and hot water tank 1. Mirrors not reused m. Skylights n. Fire alarm components o. Basket ball backstops and supports p. Playground equipment Any of the above items which the Owner decides not to pick up shall become the property of the. Contractor and shall be removed from the site. E. BUILDING DEMOLITION 1. Repair of existing pavements: Care shall be exercised to protect adjacent paved areas against damage during the course of construction. Any area damaged shall be repaired as directed by the Architect without additional cost to the Owner. Contractor shall document any existing cracks or damage, if area is to be scheduled for traffic. Saw or chisel limit of pavement removal before demolition to insure a smooth edge. 2. Release of buildings for demolition: An entire contract area will be released to the Contractor for demolition purposes according to the agreed • schedule by the Owner, whereupon Contractor shall have full control of progress and sequence of demolition, removal and clearing work, subject to all contract stipulations. 3. Utilities: a. Notices: Contractor shall issue written notice of planned wrecking operations to corporations, companies or local authorities owning utility conduit, wires or pipes running to or through project site or affected area. • Page 3 038 1.0 SECTION 2H - DEMOLITION AND DISPOSAL b. Protection: Contractor shall preserve in operating condition unless otherwise noted, active utilities traversing project site. Contractor shall repair damage to such utilities caused by work under this Contract to satisfaction of owning utility company agency. Utilities shall not be disturbed or disconnected without prior approval from the Architect. Should unknown utilities be encountered during the course of the work, the Contractor shall promptly notify the Architect and await instructions as to further action. Failure to do so will make the Contractor liable for all damage thereto arising from his operations subsequent to discovery of such utilities. 4. Demolition procedures: Contractor shall continuously haul all debris or materials promptly from the site as it accumulates. Streets and walks shall be kept reasonably free of debris and shall be swept clean daily, if unduly littered. F. DISPOSAL OF MATERIALS 1. Combustible material shall be hauled off the site and disposed of by the Contractor. 2. Noncombustible material, such as broken concrete, masonry, and earth, as approved, shall be disposed of off site to suitable waste areas of the Contractor's choice. 3. Metals of any kind, equipment, or any other debris shall be hauled away from the site and disposed of by the Contractor. 4. Sale of materials: No materials may be sold on the site; they shall be removed promptly from the site by the Contractor. No signs shall be placed on the site advertising sale of materials. Display for sale of materials on the site or removal by buyers is prohibited. S. DUST CONTROL . Caution shall be exercised at all times to control dust created as a result of any operations during the construction period. If serious problems and/or complaints arise due to dust, operatiions causting such problems shall be temporarily discontinued, when directed by the Architect, until a suitable remedy is established. The remedy shall be approved by the Architect before implementation, and shall be considered part of the Contractor's normal effort to maintain safety and cleanliness without cause for further payment. H. CLEAN UP Contractor shall maintain cleanliness on roadways and other public areas used by equipment. Contractor will be held responsible for immediate removal of all spillage on these pavings. Contractor shall remove from the project site all rubbish and debris found thereon and all materials and debris resulting from demolition, leaving site in a safe and clean condition. Page 4 038 1.0 SECTION 2H - DEMOLITION AND DISPOSAL I. SAFETY 1 . General : Protection of persons and property shall be provided throughout the progress of the work. The work shall proceed in such a manner as to minimize the spread of dust and flying particles, and to provide safe working conditions. The sequence of operations shall be such that maximum practicable protection from inclement weather shall be provided for materials and equipment in partially dismantled structures. Floors shall not be overloaded. Demolition work on upper levels shall be completed before supporting members on lower levels are disturbed. 2. Protection of Facilities: Existing facilities shall be protected at all times from outside elements, dust, structural damage and other disturbances. Such protection shall be positive, shall meet the approval of the Architect and shall be maintained for the duration of the work. Upon completion of the work, all such protection features shall be removed. The Contractor shall be liable for the cost of work and repairs, if any, including structural and analysis to correct any damage to buildings. 3. Barricades: Contractor shall furnish and install any necessary barricades to protect the public and workmen. Barricades to keep public out of areas shall be left in place until they are no longer required. 4. Safety Manual : The OSHA, General Safety Requirements, shall be consulted and applicable sections complied with by the Contractor while performing the work specified. 5. Shoring and bracing: The Contractor shall provide shoring or bracing required to support and protect adequately all work during alteration and demolition work. Damage to existing facilities and/or adjoining property shall be the responsibility of the Contractor. Should any damage occur, such facilities or property shall be restored to its original condition at no additional cost to the Owner. • END OF SECTION 2H - DEMOLITION AND DISPOSAL CITY OF BREM•TUN BUILDING F•ARTMET VALUE ;) ;),PERMIT.FEC 5 LAN CHECK S J CECEIPT ):DRESS/LOCATION OF JOB. PLICATION ISSUED FOR: ..��.�ft....yF ,9 "'/.i • ?OPERTY TAX ACCT . NO ',NNING ZONING F.LRE__ZONE OCCUPANCY • ' TYPE OF CONSTRUCTION :ER 'j •O��•.�•� CONTRACTOR. �� ,d=7‹a";=/ RESS.,/Qa• /Y .. ii��CJ���D. ! ADDRESS • NE _ r_ PHONE - STATE LIC. 1 J GNATURE APPLICANTDATE. . .,. . . . RECEIVED BY CEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE OF BLDG . PERMIT . NNING COMMENTS/REVIEWED BY /1P INEERING COnMENTS/REVIEWED BY. V Y APP' SEPARATE PERMIT REQUIRED FOR WORK IN RIGHT-OP-WAY, EXCAVATION, PAVING, SIDEWALKS,SANITARY G STORM SEWER. • f DEPT. COMMENTS/REVIEWED BY - APP' OY _ FFIC DEPT. COMMENTS/REVIEWED By ti APP' NY rid1Ni: REVIEWED BY ER DEPT. SEPARAIE PERMITS REQUIRED FOR PLUMBING AND MECHANICAL WORK. TRICAL REVIEWED By r SEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK. 1 •A .fNG REVIEWED BY • APf" • .ly p l i a n c t Off 1 c c r DATE . __ /A t" ritti 1,A IN CITY OF BREM•TON BUILDING D 'A,T ►lf t:N. . ,2,_ VALUE ,11, RECEIPT ). (,PERMIT'FEC S )(PLAN CHECK S ( I17 :DRESS/LOCATION OF JOB.. 114641.a .4f�.-....�,C6`UG�•/�(Di��QU C / PLICATION ISSUED FOR: ..e,7.YV.,/e . ..., "' 4 `52 • ?OPERTY TAX ACCT . NO ' , .NNING ZONING .FIRE__ZONE OCCUPANCY : TYPE OF CONSTRUCTION ;ER./..1.#4.Aj 6c44'2C .......O..t�. .e ,.V,a02._ . .. . . • CONTRACTOR. /� �- RESS.Jan. N. 0.40,y..T D..j y. . F f✓ �•�i /' ADDRESS . . . NE _ . -- . . ... . . . . PHONE - STATE LIC. I GNATURE APPLICANT _ DATE. ._. . . . RECEIVED BY CEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE OF BLDG . PERMIT . NNING COMMENTS/REVIEWED BY AIS V . No keviciv- etyr ,664,4t, _i_ if yo •ievie-, Pop-paedp,e1 ei-46 mtvirk.,Ae ot__ atNd tt- - Ge t,+/ q NAO' u wr' re J ©rQ , nnc•349 i INEERING COn7ENTS/REVIEWED BY Y APP'. __ . 1 BY_ . I SEPARATE PERMIT REQUIRED FOR WORK IN RIGHT-OP-WAY, EXCAVATION, PAVING, SIDEWALKS,SANITARY C STORM SEWER. . E DEPT. COMMENTS/REVIEWED BY �JAPP' If IC DEPT. COMMENTS/REVIEWED BY _____ ' tie1NG REVIEWED BY _--- �---._-� I 1 IR DEPT, SEPARATE PERMITS REQUIRED FOR PLUMBING AND MECHANICAL WORK. I. . 1RICAL REVIEWED BY lvf SEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK. ; ,e^` D NG REVIEWED BY I ` API,' ' 1 pltance Offlccr. , J \..._ ' CATS 1 I ,r "{ >> LI ATI N ilir CITY OF BREMER 1 BUILDING DEPT TVI E'iT 1 r e ( RECEIPT -..) S a_______,) ,PERMIT FEC S �Pt AN CNE CK S ;) AJ7RE55lLOCATION OF JOB APPLICATION ISSUED FOR: A•-C-�21.-•��= MOPLRTY TAX ACCT. '.':O !CANNING ZONING FIRE ZONE OCCUPANCY ' TYPE OF CONSTRUCTION J� tom/ �C ° C - Lir^-- -�' 3C!--t•.�. . . .'4!` '�"l — COt CONTRACTOR �� RI.V...11r ✓L / E ie / )��qCR MC /C ,1 3p� /1! /�/1-''N- - ADDRESS Oi1r� �V� /f7iCJ//. �ODRESS rte' 2 / "j"3 J/66/ STATE LIC. 4 14: .lr% y ��TE.tr-. -.�'_3 . . . RECEIVED BY �G�l SIGNATURE APPLICANT " " i kCCEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE. OF BLDG . PERMIT , pLANNIN;. COMMENTS/REVIEWED 87 key ENGINEERING COr,KENTS/REVIEWED BY477 ;y • SEPARATE PERMIT REQUIRED FOR WORK IN RIGHT-OF-WAY, EXCAVATION, PAVING, SICEWALKS,SANITARY L STORM SEWER. FIR�EwOM DEPT. COMnEKTS/REVIEWED BY BY �Af'P'D TRAFFIC DEPT. COMMENTS/REVIEWED BY BY PLUMBING REVIEWED BY WATER DEPT. . SEPARATE PERMITS REQUIRED FOR PLUMBING ANOMECHANICAL WORK. 'ELECTRICAL REVIEWED BY SEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK. i 404, APP'D BUILDING REVIEWED BY � -21----- . Compliance Officcr :/ DATE I � Aft pLicATiloN CITY OF BREME- ON BUILDING DLRTMENT VALUE 1 \ PERMIT.FEC S ,, ,•� PLAN CHECK, S RECEIPT :DRESS/LOCATION OF JOB. . ��1,�.. . .�If�VO •l3E QUC PLICATION ISSUED FOR: . . 2 . .. ., ?OPERTY TAX ACCT . NO :NNJNG ZONING /� �^ FIRE_ FIZONE OCCUPANCY TYPE OF CONSTRUCTION ''.JJ ^' • •F• COTRACTOR. .. .�(/.. . , RESS.Jan'..IY N. i'Kr.egole.7,4, 1C., ADDRESS . NE PHONE STATE LIC. I GNATURE APPLICANT DATE,✓. . . ._. f • . • RECEIVED BY .. CEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE OF BLDG . PERMIT . -------------- NNING COMMENTS/REVIEWED BY A• INEERING COMMENTS/REVIEWED BY Y APP' - 4 NY • • i • SEPARATE PERMIT REQUIRED FOR WORK IN RIGHT-OF-WAY, EXCAVATION, PAVING, SIDEWALKS,SANITARY C STORM SEWER. E DEPT. COMMENTS/REVIEWED BY v APP' I3Y FIC DEPT. CO.MMEN1S/REVIEWED BY 'Se—APP' NY M01NG REVIEWED BY • ER DEPT. • SEPARAIE PERMITS REQUIRED FOR PLUMBING ANO MECHANICAL WORK. :TRICAL REVIEWED BY ^--.• �'f~_— SEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK. • • • i_DING REVIEWED BY .�__� `• APP' rrY pliance Officcr DATE Inter-Office Communication Date April 13, 1984 CityOf Bremerton, • � 4~ERT To Chet Meigs , Building Dept. ,343m, o,. From T,p.i ghAnn Ti ft , Asst . City Atty. Subject Manette School *RING� Please do not issue the building permit requested by the Bremerton School District to remodel the Manette School. My office is still reviewing whether the School District has complied, and/or whether it must comply, with the City' s Zoning Code . do aj-c,_ Please reply on reverse • • Cityof Bremerton, 239 FOURTH STREET , BREMERTON, WASHINGTON 98310 (206)478-52520 `SMING� PLANNING DEPARTMENT MEMORANDUM TO: Building Department FROM: Joe Gero `cd' SUBJECT: Manette School Building Permit DATE: May 30, 1984 As per the conversation this date with the City Attorney, Bill Broughton, I am informed that all Zoning requirements for Manette school are exempt by Federal Statute. This memorandum serves as your authority to proceed with the building permit process with the presumption of Zoning approval due to Federal exemption. Gateway to the Olympics and Home of the Puget Sound Naval Shipyard 4 6/ /0 0/ , Y .. •• ,. ti i!r',,i-rte# -/-o ter.. fi a- 7 -t 7 � v 60 �Py 6 - / ? - s.' &-3 3-. a A_e.a ter-er- O• O // 'tel-: d COii > co c• :--1 . / ',, c)-- q3 ,56 '133 ' clY) 8 • U O 9 T3 0 v< m m HOZ z- m mme . >ch cn 31 ED i 00 -1 OzZ C' mz 10 m z• ' D0 0 n _5 z • o mm n 8 65 Z > OZ 9 . 0 Z tt: • W 71(D � .� A DO 00 -I v0 = Co _ S7C m 0 0 2 •}./ Z oDZ W • u' CO m o K z z m 1` m• Z v ,,.1.. � . O :i'7 ' 1 • • CITY COUNCIL BILL AMO City'of Bremerton, District I E~E R t E. L. STURDIVANT District2 239 FOURTH STREET 4,441t ROY T. MOSELY BREMERTON, WASHINGTON 98310 District 3 JIM ADRIAN (206)478-5252 11460/ District 4 -NiNG� CLYDE L. PACHEK District 5 ART ANDERSON District MAYOR MORRIE DAWKINS PHIL DROWN District 7 SPENCER HORNING District JOHNSON November 15r 1983 RUSSOHNSON District 9 ,'' PLAN REVIEW: Manette School Remodel 1 . The existing fire alarm system must be remodeled to fit this type of facility, all spaces, the office, storage rooms, etc . shall be properly protected. 2 . The automatic Halon System in the computor Room, shall be tied into. fire alarm system. 3 . The current method for monitoring the fire alarm system is reserved for educational and health care facilities; therefore, another method must be designed for direct monitoring by fire dispatch. 4 . Plans for complete fire alarm system shall be submitted and approved by this office prior to construction. 5 . Dumpster or truck must be provided to keep site clean, all debris must be hauled away. 6 . Trip test of Halon System in computor room shall be witnessed by the Fire Marshal ' s Office. Chet Meigs Deputy Fire Marshal FIL7 Gateway to the Olympics and Home of the Puget Sound Naval Shipyard xw �9 F 1 !n A &qp�J lS lyhi'Y'!'4M'►'Y�im4 G 'tsi.l +e alUk dR,1,W� M1 -eP *'SFI> y�-� ..,,� ,; ! \- -',:r ; -� ':: �,� ✓ a, r� "' s.....:,„,_.•e4%7. , ... .........�,.,,y,,,,.,.y...�w w,w•�Xr ,.,.,.,», ,.y,,.,..,,^.......e...,.. ........«, xfnvq r +YxSkP1 ,Nb,,.� �4 .�x.as£4ate. l 14.:. 0,1 @fir t. � hF;� � � . iil� :,,.,--,,,-V* 0/1')/34 « f:axfraiF. ,d cs�: r w x ,. /�lr� «s. 'et^e..•< day. _._a_ cam_._ _ _ it � B .: '24 i` , ,1f .F:i. dw L's.Ar,;�ari< B / K � f9Fl ; rs'^ r63 `r.!8 C"¢,cf@ Cfstla rt <` t ,v.s, �, sosca t • 11 d "o f 'i 4 u" d�I7bv46at'� P .. , pftrd,qu'}t F I[S , Y[6 1i1to Inekti SZ a CICO34 wit Placa. 1 Y• ,;..,.-,,,,::,,,:',,t,—. r6 L �4 M -t ^•+rp.e^ fi^ rr ..,r waa �,..y,. y y, &'jy . ffi+�y, a,r, .,�, ...........a e. '.,. $'{y * +fl'$l �,. '� .f'u"` R � J 'b ''7.1" 7, ''' €{ �}pabM�,-„,. ry a 7`�1^ ,.v., . * 'k -0,, .. k x, , �2";, ,oda "v v ..,..));!•;;;74,40— ..,4rr a z 5 At rfi w �� 5-,• N • • 1 • y � tk Fi ,•'-,''.4('',14� , • i i� �' °. fr. t .#'+ r¢ ttf•'' +'' F ai 't �:�rG 4TH t FILE Department of Community Development Nicole Ward City Planner Tel 360-473-5279 Fax 360-473-5278 Nicole.Ward@ci.bremerton.wa.us 345 6th Street,Suite 600 Bremerton,WA 98337 January 10, 2007 New Life Assembly of Bremerton P.O. Box 427 Bremerton WA 98337 RE: Conditional Use Permit for 1305 Ironsides Avenue To whom it may concern: The Department of Community Development has yet to receive a Conditional Use Permit (CUP) for the adaptive reuse of 1305 Ironsides Avenue. The department received a building permit application on December 14, 2006 and a sign permit application on November 28, 2006. Neither of these applications can be approved, nor can the building be occupied prior to the approval of the Conditional Use Permit for the change of use. The City issued a temporary occupancy permit for you based on extenuating circumstances that expired on December 31, 2006. The City will not grant any further occupancy of the building until the proper permits have been issued. Attached to this letter is a flow chart that will help explain the process and timeline for a Type III Conditional Use Permit. I have also attached a copy of the presubmittal meeting summary letter for your review as it addresses what the approval will be based on and what will be required for submittal. If you have any questions feel free to come in and talk to me or give me a call at (360) 473-5279. Sincerely, c V,,,.., lk Nicole Ward City Planner C.C. City of Bremerton Legal Department Janet Lunceford, Code Enforcement Officer . . f , City of Bremerton PERMIT NUMBER: BB18 00278 Department of Community Development DATE ISSUED: 03/20/2018 ! ' t Cr r o F 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: Name Phone Address Access Code APPLICANT: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER EMAIL: SUBMITTED: 03/20/2018 APPROVED: EXPIRATION: 09/16/2018 STATUS: ISSUED VALUATION: Reroof Permit—No underlayment or structural work DISCOVERY FELLOWSHIP-REROOF DISCOVERY FELLOWSHIP-REROOF Reroof permit--no underlayment or $100.00 structural work Building Code Edition: State Surcharge $4.50 Occupancy Group: .-.. <p,1 r4 Technology Fee $5.00 Type of Construction: TOTAL FEES: $109.50 Flood Zone: Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5385 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditi ns of this permit' cluding all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: j2 .)& L P'`� DATE: —2 O —/C7QQ CONDITIONS Printed by:Wood,Tracey on:03/20/2018 01:01 PM Page 1 of 3 City of Bremerton PERMIT NUMBER: BB18 00278 Department of Community Development DATE ISSUED: 03/20/2018 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE CITY OF BREMER ION (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: Name Phone Address Access Code APPLICANT: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER EMAIL: SUBMITTED: 03/20/2018 APPROVED: EXPIRATION: 09/16/2018 STATUS: ISSUED By applying for this permit,the applicant has granted to the City of Bremerton the right to enter the above-described location at reasonable times to inspect the proposed,in-progress or completed work performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations.Should such entry be refused,all authorizations and approvals contained in this permit shall be immediately suspended and any work performed under the permit shall immediately cease until authorized in writing by the City of Bremerton. Work performed in violation of this condition shall be considered to have been performed without the approval of the City of Bremerton.T e City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulati does not necessarily ensure compliance with federal or state laws. 10. (DCD-0I) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences).For more information,please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.lni.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD-BASED PAINT:A contractor or person receiving compensation who is performing renovation,repairs or painting on a residential building or a child-occupied facility built before 1978,must be trained and certified by an accredited training provider,and registered as a Renovator by the Washington State Department of Commerce-Lead-Based Paint Program. For further information please contact:The Department of Commerce website at:www.commerce.wa.gov/lead,or call: (360) 586-LEAD(5323). CONTRACTOR:A contractor's registration issued by Washington State Dept.of Labor&Industries is required for anyone who contracts or submits bids for construction work,including new construction,alterations,repairs,or anyone who consults 1 or superintends,improves,demolishes,develops residential property for sale,or"flips"houses.Contact L&I at(360)415- 4000 for information. 10. (DCD-IND INSP) A third-party inspection may be required for this permit. You may consider contacting a third party independent inspector prior to performing the work so they understand the scope of work being performed. A final inspection report from the independent inspector is required for the City's records. 14. (DCD-14) DCD: Approved Plans,Engineering,Site Plan,Permit,and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed.Architect or engineer of record shall approve the change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. 15. (FIRE-ROOF) At least two fire extinguishers with a rating of 40-B:C on the roof during hot work.More extinguishers may be needed depending on the number of torches in operation.Fire watch on roof during hot work and at least 1 hour after hot work is / completed.Follow manufacturer's instructions for installation to avoid fire. � ' 15. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. /9 20. (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called IF for and plans are not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Printed by:Wood,Tracey on:03/20/2018 01:01 PM Page 2 of 3 City of Bremerton PERMIT NUMBER: BB18 00278 Department of Community Development DATE ISSUED: 03/20/2018 Cr r o s 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON', (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: Name Phone Address Access Code APPLICANT: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: AFFORDABLE ROOF CARE LLC 360-271-4260 PO BOX 161 7E52Q-BP8OZ PORT ORCHARD,WA 98366 OWNER EMAIL: SUBMITTED: 03/20/2018 APPROVED: EXPIRATION: 09/16/2018 STATUS: ISSUED Inspection Description FINAL-BUILDING Final Inspection-Building Printed by:Wood,Tracey on:03/20/2018 01:01 PM Page 3 of 3 dhL S T PERMIT CENTER MR COMMERCIAL 'S 1018 CITY OF BREMERTON Building Permit Application 7- Department of Community Development* 34,5-61h Street,Suite 100 * Bremerton,WA 98337-1873 ertOn' OCD (360) 473-5275 * Fax (360) 473-5278 * www.ci.bremerton.wa.us Applicant I OwnernI 1 Contractor Authorized Agent Business Name: 4't SC0 " " f-e�( � Site Address: l'3as j"r°n S,of U-Ai 9 k1O To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR BUSINESS OWNER Name: pr--e..11 rcz'(Co-re Name:fe ' life e S> rbl c-C e)rzm"-h-" Address: 32-1 c St toik Fl-b4-11 Address: 1 3 0 c lr sicIc-) City, State, Zip: Pir- d'4C7 City, State, Zip: &re-...it V `) 401 D License#& Exp. Date: Phone#: ( ) Bremerton Business License: Authorized Agent Name: Contact Name: f t t,U-IQPc,i, Address: Contact Phone#: (3 c te(( City, State, Zip: Email address: lei c it Lc/44 Phone#: ( ) Tax ID/Parcel#: Email address: n Sewer n Septic What is the application for?(Please check) I I New Construction I I Alteration Addition NEW COMMERCIAL TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEUADDITION I OCCUPANCY WITH CHANGE OF USE COMMERCIAL REPAIR NEW SIGN NEW MULTI-FAMILY GRADING(Cubic Yards: OTHER: _KI REROOF DEMOLITION Interior Exterior** Foundation Wall** Roof/Section** Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES n NO I Scope of work proposed/Type of Business: 't l)4--c iii• h it e r Square Footage: Building: Construction Type: Valuation I Plan Review Fee Permit Fee 'Surcharge'Tech Fee I Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans 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 the circumstances beyond the control of the applicant have prevented action from being taken. No applicant 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 grant the City of Bremerton the right to en r the above-described location at reasonable times to inspect the proposed,in progress or completed work under the p mit for ich I am applying to ensure compliance with the permit conditions and other applicable laws and regulations. Applicant's Signature Date 7 Y LJ Print Name Rev.March 2017 Bremerton Fire Department Fire Marshal ' s Office Construction Assistance Bulletin Operations checklist Project Address: Primary Contact: Email: Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy(in both PDF and DWF/DWG format)of ALL drawings and specifications for this project. Please check all that apply: Aviation Battery Back Card swipe system Compressed Gases up Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot-work Large Oven(s) LPG Lumber/wood Motor vehicle Painting/powder coating Racks(12'or more in products repair height) Refrigeration Storage>6' Tire Storage Dust products will be System high produced Place a check next to any item that will be addedlremoved or otherwise modified DURING CONSTRUCTION ONLY... Electrical Plumbing Fire Alarm Fire Sprinkler Hood System Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Doors Building security ALL NEW CONSTRUCTION Items not mentioned: max. City of Bremerton PERMIT NUMBER: BB18 00080 Department of Community Development DATE ISSUED: 01/30/2018 CITY OF 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE 1 BREMERTON (360)473-5275 Fax:(360)473-5278 \.II/I/.1 /\ _. I. ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: MAYDA&SONS MECHANICAL 360-692-9003 8435 PROVOST RD VOUFN-4D5W9 SILVERDALE,WA 98383 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: MAYDA MECHANICAL 360-779-9000 2901 PERRY AVE STE 3B 8K9M6-HXMX4 BREMERTON,WA 98310 OWNER EMAIL: SUBMITTED: 01/25/2018 APPROVED: 01/29/2018 EXPIRATION: 07/29/2018 STATUS: ISSUED VALUATION: $51,039.98 Mechanical/Plumbing for Commercial Projects DISCOVERY FELLOWSHIP-GASPIPE SYSTEM&REPLACE 4 RTU DISCOVERY FELLOWSHIP-GASPIPE SYSTEM&REPLACE 4 RTU Technology Fee $29.75 Building Code Edition: Plan Review Fee $386.75 Mechanical/Plumbing Commercial- $595.00 Occupancy Group: Bid PriceA eC( Type of Construction: 1 I (1C) TOTAL FEES: $1,011.50 Flood Zone: Setbacks: ////:(F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5385 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility 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 granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR q , PRINTED NAME: I 1 1 V; t I I e..4. DATE: CONDITIONS Printed by:Mountjoy,Margret on:01/30/2018 10:55 AM Page 1 of 3 City of Bremerton PERMIT NUMBER: BB18 00080 Department of Community Development DATE ISSUED: 01/30/2018 CITY o r 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: MAYDA&SONS MECHANICAL 360-692-9003 8435 PROVOST RD VOUFN-4D5W9 SILVERDALE,WA 98383 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: MAYDA MECHANICAL 360-779-9000 2901 PERRY AVE STE 3B 8K9M6-HXMX4 BREMERTON,WA 98310 OWNER EMAIL: SUBMITTED: 01/25/2018 APPROVED: 01/29/2018 EXPIRATION: 07/29/2018 STATUS: ISSUED By applying for this permit,the applicant has granted to the City of Bremerton the right to enter the above-described location at reasonable times to inspect the proposed,in-progress or completed work performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations.Should such entry be refused,all authorizations and approvals contained in this permit shall be immediately suspended and any work performed under the permit shall immediately cease until authorized in writing by the City of Bremerton. Work performed in violation of this condition shall be considered to have been performed without the approval of the City of Bremerton.The City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. (DCD-0l) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences).For more information,please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.lni.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD-BASED PAINT:A contractor or person receiving compensation who is performing renovation,repairs or painting on a residential building or a child-occupied facility built before 1978,must be trained and certified by an accredited training provider,and registered as a Renovator by the Washington State Department of Commerce-Lead-Based Paint Program. For further information please contact:The Department of Commerce website at:www.commerce.wa.gov/lead,or call: (360) 586-LEAD(5323). CONTRACTOR:A contractor's registration issued by Washington State Dept.of Labor&Industries is required for anyone who contracts or submits bids for construction work,including new construction,alterations,repairs,or anyone who consults or superintends,improves,demolishes,develops residential property for sale,or"flips"houses.Contact L&I at(360)415- 4000 for information. 2. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of 1 j Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity.The permit expires 180 days past the date of inactivity. Required inspections:Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed. Examples of inspections to be performed before covering are mechanical rough-in,plumbing rough-in,gas piping,framing,and sheetrock nailing. /I1 3. (DCD 47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be tJ ` on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. n' 4. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any `" violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 5. (DCD-14) DCD: Approved Plans,Engineering,Site Plan,Permit,and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed.Architect or engineer of record shall approve the change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. 6. (DCD-08) Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. Residential plumbing work may be performed by a Level 01 or:Level 02 Journeyman Plumber licensed in the state of Washington.Single family residential plumbing work may be performed by the owner. Printed by:Mountjoy,Margret on:01/30/2018 10:55 AM Page 2 of 3 City of Bremerton PERMIT NUMBER: BB18 00080 Department of Community Development DATE ISSUED: 01/30/2018 345-6th Street,Ste.600,Bremerton WA 98337 CITY OF SITE ADDRESS:1305 IRONSIDES AVE BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 3975-000-027-0004 ZONING: R10 Name Phone Address Access Code APPLICANT: MAYDA&SONS MECHANICAL 360-692-9003 8435 PROVOST RD VOUFN-4D5W9 SILVERDALE,WA 98383 OWNER: NEW LIFE ASSEMBLY OF BREMERTON 360-551-2637 1305 IRONSIDES AVE ZMBAI-MMRZI BREMERTON,WA 98310-4924 CONTRACTOR: MAYDA MECHANICAL 360-779-9000 2901 PERRY AVE STE 3B 8K9M6-HXMX4 BREMERTON,WA 98310 OWNER EMAIL: SUBMITTED: 01/25/2018 APPROVED: 01/29/2018 EXPIRATION: 07/29/2018 STATUS: ISSUED 7. (DCD-10) A separate electrical permit issued through Labor&Industries(L&I)is required for any new,modified,repair,replacement, \ service,maintenance,or temporary installations.Electrical work is inspected by L&I prior to cover and the framing inspection.Contact L&I at 360-415-4000 or www.lni.wa.gov.(RCW 19.28) 8. (DCD-58) To satisfy public records retention requirements and public disclosure requests,a set of as-built plans in electronic format S shall be submitted to the Building Dept.before the final building inspection is scheduled.The format may be in.pdf (preferred),.jpg,or.tif electronic files and submitted on CD,flash drive or other acceptable method as determined by the information technology specialist.As-built plans include the civil drawings,site plan,floor plans,construction and structural drawings,and facility systems. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description MECHANICAL Mechanical Rough-In PLUMBING-ROUGH Plumbing Rough-In FRAMING Framing Inspection(Mechanical&Plumb Rough-In,Elect Cover Completed) ELECTRICAL FINAL L&I-Electrical Final Inspection FINAL-BUILDING Final Inspection-Building Printed by:Mountjoy,Margret on:01/30/2018 10:55 AM Page 3 of 3 3/y &U -Q rl 7 d ?,.J -- Q ) I 9,, O i _ w 1 1-- t • CO(D ? 0) 50-+. -' CSD <s 3acm 0) SI) Ka. � ? � c" moo r1iN 2� p (D (75O 6 ^+ h to ,. la N h < 0 ig Q O r- c c ' Wj � N•oWa � N C) c) —0 N N N p ch • (.1) ! L C.� p 0 3 p m m � 55 7 in" -.) -Le/ o = 6 ,_,= 5_ 3 o 0cn 5 o V, o •o <• o 0 0 --h z ift a -., o -' c 71 c LP 0 s V Ey rs c, / _n Z i V cD z_ 3 N,! 1 h O p o , z O 4,t x 0 _a z --Ic V4 gy z_o o n G )n vK V) 73 cn ,.., cor. O m r K T m� H •MQUOTE ayda 9619 Provost Rd NW FiriTSilverdale WA 98383 � s7 3' Wiz " Phone:360-692-9003 1/24/2018 0000048835 0002691 Fax:360-692-9015 1:-Y Discovery Fellowship Discovery Fellowship 1305 Ironsides Ave 1305 Ironsides Ave Bremerton WA 98310 Bremerton WA 98310 COD c This is a quote to change out 5 old electric RTU's and replace with new Trane Gas Pack units. Please note that this bid may increase due to unforeseen circumstances. 4.00 5T PKG Unit TPG4YCY060A3120B Genesco Quote 4,763.76 19,055.04 11492112 4.00 Economizer CAN 6155 EC CDE R 977.50 3,910.00 4.00 Economizer Relay TCABAYRLA004A 73.14 292.56 4.00 CrankCase Heater 230v Scroll TCABAYCCHT102A 30.36 121.44 3.00 KCC-127040 adapter Curb 948.75 2,846.25 1.00 KCC-139485 adapter Curb 948.75 948.75 16.00 Labor 98.00 1,568.00 16.00 Labor Tradesman 60.00 960.00 1.00 Parts pick up charge 200.00 200.00 1.00 Outside Contractor Services Millican Crane 1,400.00 1,400.00 1.00 Truck Charge 40.00 40.00 1.00 City/County Building Permit 250.00 250.00 1.00 City/County Electrical Permit 250.00 250.00 1.00 Misc electrical and hardware 500.00 500.00 1.00 Outside Contractor Services Electrical Contractor 3,600.00 3,600.00 1.00 Black iron pipe and hangers 4,293.63 4,293.63 24.00 Labor 98.00 2,352.00 24.00 Labor Tradesman 60.00 1,440.00 1.00 Lift per day 500.00 500.00 1.00 Hogs Head Threader for 3 days 350.00 350.00 1.00 Parts pick up charge 100.00 100.00 6.00 Labor 98.00 588.00 6.00 Labor Tradesman 60.00 360.00 1.00 Outside Contractor Services Electrical 900.00 900.00 Quote Price Is Good For 90 Days Terms are 50% at approval of bid, BALANCE DUE AT TIME OF INSTALLATION We Accept Visa/MasterCard/American Express Approval-(Print and Sign) Thank You For Your Business! Date Sent 1/10/18 Page 2 Mayda QUOTE , 9619 Provost Rd NW Silverdale WA 98383 Phone 360-692-9003 1/24/2018 0000048835 0002691 Fax 360-692-9015 Discovery Fellowship Discovery Fellowship 1305 Ironsides Ave 1305 Ironsides Ave Bremerton WA 98310 Bremerton WA 98310 COD T SUBTOTAL $46,825.67 TAX TOTAL $4,214.31 $51,039.98 . 0 . T/AWE® 4YCY4060A-SUB-3F Mayda & Sons Mechanical TAG: Discovery Fellowship SUBMITTAL 5 Ton Convertible Gas/Electric Packaged Units PRODUCT SPECIFICATIONS 4YCY4060A3120 B MODEL 4YCY4060A3120B RATED Volts/PH/Hz 208-230/3/60 Performance Cooling BTUHC 58500 Indoor Airflow(CFM) 1800 Power Input(KW) 5.478 EER/SEER(t(K Watt Hr.)® 12/14 0 O Certified in accordance with the Unitary Air-Conditioner Equipment certification Sound Power UM/adr A OO program,which is based on AHRI Standard 210/240.Sound Power values are Rating( ( )) 76 not adjusted for AHRI 270-95 tonal corrections. Performance Heating© O All models are certified to UL 1995.Ratings shown are for elevations up to 2000 Input BTUH-1st Stage(Natural Gas) 90000 ft.For higher elevations reduce ratings ata rate of 4%per 1000 ft.elevation. Input BTUH-2nd Stage(Natural Gas) 120000 O Convertible to LPG. AFUE 80.0 ©This value is approximate.For more precise value,see Unit Nameplate. Temp.Rise—Min/Max(°F) 30/60 Orifice Oty/Drill Size(Natural Gas)® 3/#32 O Based on U.S.Government Standard Tests. ©Filters must be installed in return air stream.Square footages listed are based POWER CONN.—V/PH/HZ 208-230/3/60 on 300 f.p.m.face velocity.If permanent filters are used size per manufacturers Min.Brch.Cir.Ampacity® 28.6 recommendation with a clean resistance of 0.05"W.C. Fuse Size—Max.(amps) 40 OO Standard Air-Dry Coil-Outdoor. Fuse Size—Recmd.(amps) 40 COMPRESSOR SCROLL Volts/Ph/Hz 208-230/3/60 R.L.Amps—L.R.Amps 16.0/110 OUTDOOR COIL—TYPE SPINE-FIN Rows/F.P.I. 2/24 Face Area(sq.ft.) 23.57 Tube Size(in.) 3/8 INDOOR COIL—TYPE PLATE FIN Rows/F.P.I. 4/15 Face Area(sq.ft.) 5.0 Tube Size(in.) 3/8 Refrigerant Control EXPANSION VALVE Drain Conn.Size(in.) 3/4 FEMALE NPT OUTDOOR FAN—TYPE PROPELLER Dia.(in.) 28.2 Drive/No.Speeds DIRECT/1 CFM©0.0 in.w.g.O 5730 Motor—HP/R.P.M. 1/3/830 Volts/Ph/Hz 208-230/1/60 F.L.Amps/L.R.Amps 1.7/3.5 INDOOR FAN—TYPE CENTRIFUGAL Dia x Width(in.) 11 X 10 Drive/No.Speeds DIRECT/VARIABLE CFM©0.0 in.w.g.© SEE FAN PERFORMANCE TABLE Motor—HP/R.P.M. 1/VARIABLE Volts/Ph/Hz 208-230/1/60 F.L.Amps/L.R.Amps 6.9/6.9 COMBUSTION FAN—TYPE CENTRIFUGAL Drive/No.Speeds DIRECT/2 Motor—HP/R.P.M. 1/45/2800/1500 Volts/Ph/Hz 208-230/1/60 FLA 0 34 FILTER/FURNISHED NO Type Recommended THROWAWAY Recmd.Face Area(sq.ft.)© B.7 REFRIGERANT R410A Charge(lbs.)® 10.10 GAS PIPE SIZE(in.) 1/2 DIMENSIONS H X W X L Crated(in.) 51.86/47.4/61.75 WEIGHT Shipping(lbs.)/Net(lbs.) 676/548 ©2010 Trane Dimensional Data as • 1531.87 -.--4.–135.39 (60.5/16] [5.11/327 • — C 1 INLET W2 S ] I ' N. ...,......,, ./ .0... , .......,...., 1169.92 Balli ikt `��„„,,,,_ ,..,:,-...„..../, 1 INLET �i�r..� 11` (46-1/161 �kkkk 1'�'jl l'1� ��)1 � INLET d .....- ���.�`.S � �� �� FLUE HOOD 222.69 A W4 (8-25/32) WI4\ A INLET TOP SIDE . ENTER OF GRAVITY @�� {s OUTLET ISI 1 j OM.INE/ NOMIligleillillnl•MW11...... .IMMMEMMINIONMAIMEI==IMM•111•1•11•4113=MN=INNIF.,E111 011111•11!NMI •• API .. 111111 •i 25 40T— [17FRONT SIDE 575.06 ONDENSATE DRAIN FOR [22-5/87 19.0 (3/4) FEMALE NPT LEFT SIDE Ilk 1 18.03 7' 18 L _ Y Y t___' __ / 123/327 123/32] 14 22 (9/16] ._ SECTION Y'Y '-• _.- TYPICAL (81 SIDES OF DOWNFLOW DUCT OPENINGS BOTTOM SIDE 4YCY4042 through 4YCY4060 (1 of 3) 2 Dimensional Data , _, . _, ._ ___ ___:44 - ii. . ,,------- _________;„------------------ -- ---. .z,...:-C .4400r 381 .00 457.20 ` ' [15] [ 18] 321.45 ( INSIDE) ( INSIDE) I 1 "- [12-29/32] 85.60 SUPPLY 457.20 [3-3/81 [18] --S------84. 12 (INSIDE) [3-5/16] 244.09 381 .00 [9-5/8] [ 15) ( INSIDE) BOTTOM DUCT OPENINGS RECOMMENDED SERVICE CLEARANCE MM/IN. WITH O.A. DAMPER/ECON. BACK SIDE 304.8 1121 762.0 (301 LEFT SIDE 911.1 (361 1066.8 1121 RIGHT SIDE 911.4 (361 FRONT SIDE 1066.8 1421 • CLEARANCE TO COMBUSTIBLE MATERIAL MM/IN. '' i. BOTTOM p • ■ ■ 1. 11 BACK SDE 25,1 111 LEFT SIDE 152.1 161 - RIGHT 610E 301.8 (121 24V ENTRY - FRONT SIDEi J01.8 1121 � - TOP 911.1 (3611 I II�ir .,.jed?�� 359.80tin OIj& . [ 14-5/32] 294.02 lom _- 111-9/)6] 178.66 Piiiiiii [1-I/32] • r i ...., ° POWER ENTRY 21. 78 DIA. HOLE 106.05 [ 1-3/32] [4-3/16] 11— AS LINE ENTRY [4-23/32] GAAS CONNECTION] N.P.T. 148.92 [5-7/81 RIGHT SIDE 4YCY4042 through 4YCY4060 (2 of 3) 3 Dimensional Data , i)') )f�\ li• ii g..--r---:-=-:::...--._ _---:"-------- ('� I.11 372.82 0 ((OUTSIDE)1 '\- -,,,, .. ,.,„ `'���J 58.19 �- RETURN (2.29] � �---331.54 SUPPLY (13-1/161 449.02 88.21 (I1-11/16] (3-15/321 (OUTSIDE) 449.02 176.07 (17.11/16] [6.15/161 (OUTSIDE) BACK DUCT OPENINGS f _ PMMIIIM ft t r ] (A [1.18 • e I• , . . (11/16] e ---i- } !/.VIII 530.60 SECTION )0( (20 1/81 TYPICAL 18) SIDES OFSSIDEFLOW DUCT OPENING • X itaLier 1355.64 (53-3/8] (SURFACE AREA) BACK SIDE HEIGHT MM/IN. APPROX. CORNER WEIGHT - KG/LBS SHIPPING TOTAL UNIT CENTER OF GRAVITY MM/IN. MODEL WEIGHT WEIGHT A WI W2 W3 W4 KG/LBS KG/LBS B C 47C74042/048A (096) 75.3 [1661 50.3 [III) 45.1 (1001 67.6 [1191 296.5 (6531 238.1 [5251 444.5 [17.51 698.5 (27.5] 949.33 (37-3/81 41040486 (120) 75.1 [1671 50.8 11121 45.8 (1011 68.5 [151] 299.2 16591 210.9 (5311 414.5 [17.5] 698.5 [27.51 4YCY40488 (096) 949.33 (37.3/8] 71.1 (1101 52.2 [1151 47.2 (104] 69.1 11531 303.1 [669] 245.9 (541] 414.5 [17.51 698.5 127.51 41CY40488 (120) 949.33 [37.3/8) 77.1 [1701 52.2 (1151 41.2 [1041 69.4 (1531 303.4 [669] 245.9 1541) 444.5 [17,5] 698.5 127.51 7 I 1050.93 [41.3/8] 82.1 11811 46.3 (1021 43.1 [95] 16.1 [169] 306.9 [6761 248.6 [5181 401.3 [15.81 111.2 (28.01 10004042/048A (096) 949.33 [37-3/8] 77.1 11701 51.3 (1131 15.4 (1001 67.6 [1491 296.5 16531 238.4 [5251 442.0 (17.41 698.5 127.51 40CY4048B (096) 949.33 (37-3/81 18.9 (174] 53.0 (1171 47.2 (104] 69.4 11531 306.6 [6761 248.5 (5481 442.0 (11.41 698.5 127.51 4DCY4060 (120) 1050.93 (41.3/8] 83.9 (1851 47.2 (1041 43.1 [95] 76.1 (1691 306,9 [676] 218.8 (5481 398.8 (15.7] 111.2 (28.0] 4YC16048AI/A3/A4 (096) 75.1 [167] 50.8 11121 45.8 (101] 68.5 (151] 299.2 (6591 240.9 (5311 444.5 (17.51 698.5 [27.51 1050.93 [41.3/81 4YC16048A1/A3/A/ 1120] 81.6 [1801 46.3 [1021 42.2 [931 13.5 (162] 301.6 (6651 243.6 (5371 419.1 (16.51 706.1 127.81 47C26060AI/A3/A4 (120) 1050.93 (41-3/81 82.1 11811 46.3 [102] 43.1 (951 76.7 (1691 306.9 (6761 248.6 [5481 401.3 1(5.8] 711.2 128.0] 40CZ6048 (096) 1050.93 [41-3/8] 81.6 [1801 46.3 11021 42.2 [931 73.5 11621 301.6 (6651 243.6 [5371 419.1 [16.5] 706.1 [27.8] 4DCZ6060 (120) 1050.93 (41.3/81 83.9 (1851 47.2 [1041 43.1 [951 75.7 [1691 306.9 (616] 248.8 [5481 398.8 115.71 711.2 [28.0] 4YCY4042 through 4YCY4060 (3 of 3) 4 • Unit Performance Data Indoor Fan Performance 4YCY4060 4YCY4060A-HOR External Static Pressure (in.wg) Motor Speed 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 LOW Watts 394 427 464 504 548 591 633 668 - - - CFM 1673 1772 1799 1793 1779 1771 1767 1756 - - - MED* Watts 695 642 660 710 764 811 849 893 966 1108 - CFM 2054 2036 2031 2032 2033 2031 2023 2012 2002 2000 - Down Airflow 4YCY4060A-DOWN External Static Pressure(in. wg) Motor Speed 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 LOW Watts 443 461 493 532 571 607 642 680 - - _ CFM 1796 1741 1726 1725 1722 1712 1698 1692 - - MED* Watts 740 697 715 763 819 866 892 894 872 835 - CFM 2010 1987 1979 1977 1976 1969 1950 1913 1852 1759 - *Factory Default Setting Heating Airflow, horizontal or downflow from .2 to.6"wg. 4YCY4060A Switch Settings Selection Nominal Airflow Low Stage High Stage 7-OFF 8-OFF A 1375 1800 7-ON 8-OFF B 1450 1900 7-OFF 8-ON C 1525 1975 7-ON 8-ON D 1575 2075 5 Optional Equipment BAYCURB051 A Full Perimeter Roof Mounting Curb for *****042-060 15 7/8 56 1/8 3 RETURN AIR � 11/2 '4 ‘ .... 1111110),SUPPLY AIR i 10 7/8 4, ._ ,li 219 1/2 20 4 3/4 41 7/8 19 1/2 \. ' 14 The drawings on this page are prepared by the manufacturer in order to provide detail regarding ,� job layout only.These drawings are not intended to be used as a basis to construct,build or modify the N items depicted in the drawings.The manufacturer N is not responsible for the unauthorized use of these • drawings and expressly disclaims any liability for Ai B\i...,N. damages resulting from such unauthorized use. \ •\ R N\ NN../ AR///../.. N .. SUPPLY ,/ D .,,,,;,\\_ A;.., ,,•••••.,---.•,,,,........,, i Nit CHANNEL SIDE CHANNEL END \, WOOD NAILER i HOLE IN ROOF SERVICE CLEARANCE DIMENSIONS .-K\ A B C D WC*/TC* 42.00 36. 00 12.00** 24.00 38 7/8 53 1/8 DC*/YC* 42.00 36. 00 12.00** 36.00 \------'N4------------ *• 42WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY SSSORY 6 W M IJ- oa U coo M o o0 o O F H o p O O w w U N Lo I z a w o 0 0 INN co 0_ o 0 •o w w `` _J w Lo un L _ Op co O• O I�.‘/111 ���` �� lei N .- II D rig W `� C.7 U N N LuW �YA-�1 O • 0 w m J I occ,_ 0 o d o - \ ta 1 o 0 0 0 coI MillCtfjLU1111 I U 0 ml--44 W p o 0 COCC r- wCe ix Wm M :E= Z _I a aI— o O U 01rnr, w = wCr Cr Q Q Q d Co 0vi U o NI in tx \o UW o0 UJ w ? z I c0 o m O w « of ad Z o O W La � in F- M Z Z _Z O U Z I w co Ce CC (� in g W z 0w � w 0 a < (0 LU CL 3pp��pd - Q_ -< o Ct COa 01 Ux0 e Q ..10..!.., 03 W Q\ N N zto = V wO MOLL. a �< (, W M(,U 1 *1; CO W o (n OO Ow O Z Oa Uj� xd c Q =O ° U N OO NWOO U a zIi ovia aCZ 0Z Q ~ N x_ p W U(n N Na _J S OpwW JUOd' 3pU. =NO OJJ < < CeN WUOZ� a'XE_ XQ }W Cif w W 0D mwW raW I-ZON,J WOO Z o _ a O Q W a U d E¢a J m - W Q ��-�/�, O oQa o � wa3 N�cna}-' Ow aN� �a 3 (=42 °' OaZ O x WCY X <D NQf I 3 W wx m§ t...F= w zr ¢ �a oN ZI-� O ~ 000 _> - O W N pOa W Lu p NO O W a OU Z W Z 111 6 N co ~ ZJdX' -, EI- Za - ZFN-�J NO (nW 11111 �,� ~ _^ Q aLyi N X Z QXo0J3 NUQw Q(N �Z Q��.-. U� W in Lt. W z li co d W Q J W O Cr W Q N No OO N Q ._'� cn Qww �"O� p Jo I-:D J� zZ�w3 r-w��zW �z �oi� z '` O �O Jd.ZW�(n O NW < o fF- M Cr O Qc w ��� �U W� (N 0 m U oz <tr- '(J, M2 't -L' . mW ��0 � co I-- F- N U(''I ccI- j= I�� N d'Hat JM (+1 N Q n �� �� 1.4 W OMcnLI_I KO �O ce N-. �HI-CC0 N�Oa;(Z = LLI NON NUcr QO v OQ �QO MZWOZWC7 ZJ U UWm.- ZOawa¢= oF2 oo� a z lilt ' OUdmm,0 ZOjz OUON = .-N Md-1[) W 011 NH0 JQ WLQic) W(nct: - a Mechanical Specifications General Condenser Coil— Heat Exchanger—stainless steel All units shall be factory assembled, The Spine FinTM condenser coil shall be tubes. Free floating design. piped, internally wired and fully charged continuously wrapped, corrosion resistant Burners— stainless steel.Multi- with refrigerant,All units shall be de- all aluminum with minimum brazed joints. signed to operate at outdoor ambient This coil is 3/8 inch OD seamless alumi- port ins ori temperatures as high as 115°F. Cooling num tubing glued to a continuous alumi Accessories capacities shall be rated in accordance num fin.Coils are lab tested to withstand Roof Domestic Models) with A.H.R.I.standards.The unit design 2,000 pounds of pressure per square Roof Curb—The roof curb shall is certified to ANSI 221.47/CSA 2.3 inch.The outdoor coil provides low airflow be designed to mate with the unit specifically for outdoor applications resistance and efficient heat transfer. and provide support and complete using natural gas or propane.All units The coil is protected on all four sides by weather-tight installation when shall be designed for outdoor rooftop or louvered panels. properly installed.Curb shall ship ground level installation.Unit casing is Indoor Air Fan—Direct drive,forward- knocked down for field assembly, constructed of heavy gauge, galvanized curved, centrifugal wheel in a Composite and include wood nailer strips. steel and painted with a weather-resistant Vortica® Blower housing.Motor shall Modulating Economizer—This powder paint. have thermal overload protection. Perma- accessory shall be field installed Shipped for horizontal application, nently lubricated motor bearings.Motor/ and be composed of the following convertible to downflow. blower assembly isolated from unit with items:0-100%fresh air damper, Casings rubber mounts. damper drive motor fixed dry bulb All panels shall be heavy gauge steel, Condenser Fan—Direct-drive, draw enthalpy control,and low voltage gasketed and insulated.Foil-faced through propeller type.Weather-proofed polarized plug for electrical con- insulation shall be in the heat exchanger permanent split capacitor fan motor shall nections.Solid state enthalpy or section.Foil-faced insulation shall be in have built-in thermal overload and perma differential enthalpy control is op the evaporator section.Base pan shall be nently lubricated motor bearings. tional.Economizer operations shall heavy gauge steel.WEATHERGUARDTM be controlled by the preset position ofexterior corrosion resistant screws shall Low Ambient—Standard refrigerant system operation down to 55°F.Low am- relief the damper enthalpy shall be t barometic be used for added resistance to rust and bient accessory required for operation to withdamper r and standard corrosion. 0°F ambient condition. the economizer provide Controls a pressure operated damper that Refrigeration cycle controls shall include shall be gravity closing and prohibit fan, o controls l fan corn- Gas-Fired Heating System—Models entrance of outside air on equip- condensercfan,eras.Compressorsfor faand shall shall provide completely assembled, ment"off"cycle. ber orcont witht a combination internal wired and piped gas fired heating systems Manual Fresh Air Hood winding equipped at/coment tionl internal within unit.Design certified by UL, specifi- Manual outside air provides a cally for outdoor application.Threaded fixed outside air quantity from 0 Internal high pressure relief shall also be provided. gas connection on the unit, to 25 percent. Includes hood and Refrigeration System Electronic Ignition System—Main birdscreen. Compressors— burner is lit each time thermostat calls for gas heat.Flame sensor proves flame and Low Ambient Control The Climatuff®compressor features in- Control allows cycling of compres- ternal over temperature and pressure pro- keeps the main burners on.Should a loss sof under low ambient cooling of flame occur,the main valve closes and tector,total dipped hermetic motor.Other conditions.Required for cooling thermostat is satisfied,features include:centrifugal oil pump, and the spark recurs within main 8 necone.When operation to 0°F. low vibration and noise. mburner is Evaporator Coil—Internally enhanced extinguished. Propane Gas Forced Combustion Blower—Insures 3/8 inch OD seamless copper tubing Conversion Kit—For conversion mechanically bonded to aluminum fins, flame stability under varying wind condi- from natural gas to LP gas. factory pressure and leak tested at 250 tions.Gives higher combustion efficiency to 300 psig.All units have TXV to control and location flexibility. refrigeration flow. NNI ER rek rillill_eiteety •A+....! CERTIFIED,.1. ........i i.. . ,,� CM 51155,v,,d 5 AHHI tpn�;nt1210/2l0 ENERGY STAR ..,..,......„., lii C )us Limo Trane 6200 Troup Highway Tyler TX 75707-9010 The manufacturer has a policy of continuous product and product data improvement and it reserves the right to change design and specifications without notice. 10 Department of Community Development Building InspectorlPlans Examiner,Larry Craze Larry.Craze@clbremerton.wa.us Tel 360-473-5212 Fax 360-473-5278 345 6th Street,Suite 600 Bremerton,WA 98337 PRE-SUBMITTAL REPORT - BP06 00136 August 17, 2006 New Life Assembly of Bremerton cc: Chris Hugo 1003 - 5th Street Paul Wandling Bremerton, WA 98337 File Bill Can To Whom It May Concern: It is our understanding that you are proposing to create a worship facility in an existing structure at 1305 Ironsides Avenue. Based on your proposal, the following is a summary of the major points discussed at the pre-application meeting held Wednesday, August 2, 2006. Land Use: 1. LU1: Pursuant to BMC 20.46.070 the Adaptive Reuse of Public and Semi-Public Buildings are allowed through approval of a Type III Conditional Use Permit. The adaptive reuse shall meet certain criteria in order to be granted approval: a. New traffic shall be accommodated within the existing levels of service on the surrounding neighborhood streets, b. Provisions for off-street parking are made. If it is demonstrated that the reuse does not generate increased parking demands the Hearing Examiner can reduce this requirement. c. The new use does not generate noise that exceeds City standards for residential zones. d. Adequate street trees and landscaping are incorporated in a manner that buffers the reuse from adjacent residential uses and makes it more compatible with the neighborhood e. Uses including religious worship and daycare facilities f. Additional conditions may be applied to limit hours of operations, noise restrictions and others deemed necessary to ensure compatibility with surrounding residential uses. 2. 3 sets of mailing labels for properties within 300' of the subject property is required with the Conditional Use Permit application. Also include a project narrative of the proposal. Building Division: 1. Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code Pre-Submittal Report#BP06-00136 Page 2 International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Check For All Washington State Amendments. Check For Notes On Plan 2. The change of use requires the following: 1) The installation of a fire sprinkler system. 2) Compliance with the Americans with Disabilities Act & Architectural Barriers Act. Engineering Department: 1. Frontage Improvements shall meet current standards for all new development and redevelopment per BMC 11.12.110. Specifically this may mean that sidewalks, curbs and gutters may need to be repaired. Street Lighting may be required. Driveways will likely need to be replaced. Handicap ramps will likely be required for ADA Accessibility. 2. Water and Sewer Services may need to be upgraded to meet current standards as well as meet the potential new service requirements for the change in use. Cross Connection Control: 1. Install an approved reduced pressure backflow assembly on domestic water service where service enters the building. A double detector check valve assembly is required on fire sprinkler system. A cross connection(source of potential contamination to domestic water supply) inspection is required prior to issuance of a Certificate of Occupancy. Contact Earl Varner at (360)473-5927 to request an inspection. 2. All irrigation systems shall, whenever possible, have separate service lines and separate meters. All irrigation systems shall have an approved double check valve assembly, or assemblies, for each connection to potable water. Approved assemblies are assemblies on the current Washington State Department of Health approved assembly list. 3. All approved assemblies must be tested by a certified Washington State backflow assembly tester at the time of installation,whenever serviced or moved, and annually thereafter. For more information or to schedule an inspection,please call Bremerton Cross Connection Control, 473-5927. No meters will be set without prior installation, inspection, and approval by Bremerton Cross Connection Control. 4. An approved grease trap/interceptor is required at all facilities that may discharge fats, oils, and grease into the sanitary sewer system. Contact Earl Varner at(360) 473-5927 for grease trap/interceptor requirements. Fire Department: 1. Fire Protection systems shall comply with: Pre-Submittal Report #BP06-00136 Page 3 International Fire Code-IFC International Building Code-IBC National Fire Protection Assoc.-NFPA Bremerton Municipal Code-BMC 2. Copies of fire ordinances and Bremerton Municipal Codes are available at the City's website, www.ci.bremerton.wa.us. To reach Scott Rappleye, call 360-473-5384 or e- mail at Scott.Rappleye@ci.bremerton.wa.us. To reach Mike Six, call 473-5284 or Michael.Six@ci.bremerton.wa.us. To reach Joel Wulf, call 473-5385 or Joel.Wulf@ci.bremerton.wa.us 3. Provide Address Number which contrasts the background. Contact Fire Marshals office for details 4. If this is a change of use and over 4,000 sq ft, a fire alarm system is required; if over 10,000 sq ft, both alarm and fire sprinkler systems are required to NFPA 13 and 72 5. Fire Alarm Systems Fire Alarm Systems must be addressable unless<10 devices All components must be listed for intended use Pull stations must be located at each exit and within 5' of that exit A Horn Strobe is required outside the entrance closest to the panel. Strobes must be synchronized A Knox Box is required with a Fire Alarm System 6. Elevator to accommodate ambulance stretcher In buildings four stories in height or more, at least one elevator shall be provided for fire department emergency access to all floors. Such elevator car shall be of such a size and arrangement to accommodate a 36" x 80" ambulance stretcher in the horizontal, open position and shall be identified by the international symbol for EMS services(star of life) at least 3" in size 7. A Knox Box is required to provide Fire Department Access: IFC 506.1 8. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities,buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. IFC 508.1 9. Provide fire alarm system to NFPA 72 10. Provide fire hydrants and fire flow per International Fire Code Appendix B and C. 11. Exits shall meet all requirements of 2003 International Building Code Chapter 10. 12. Fire protection equipment shall be identified in an approved manner. Rooms containing controls for air-conditioning systems, sprinkler risers and valves, or other fire detection, suppression or control elements shall be identified for the use of the fire department. IFC 510.1 13. Buildings or Structures shall not be occupied prior to testing of all fire protection systems and Fire Marshal approval. IFC 105.3.3 14. ALARM SYSTEM REQUIREMENTS FOR CONTRACTORS: • Alarm systems shall be on a dedicated circuit. That circuit shall be controlled by a Pre-Submittal Report#BP06-00136 Page 4 securable breaker or panel as approved by the AHJ. That breaker shall be readily identifiable, preferably a commercially produced "RED" breaker of the appropriate amperage capacity. • A 100% system test, documented, shall be accomplished prior to scheduling an inspection with the AHJ-48 hours prior to desired test. • AHJ signed and approved design plans shall be on-site during the installation and during the final inspection. • A minimum 7Ah battery minimum shall be used. • A smoke or heat detector, as determined by the AHJ, shall be provided above the alarm panel. • A current City of Bremerton business license is required by the installing company. • An experienced Journeyman level Electrostriction, shall be present during all phases of the alarm installation process. • The Alarm panel shall have all instructions, the system account number, and maintenance phone number shall be provided. • All alarm systems shall be addressable other than Level II retro-fits, and expansion of an existing system. • All new alarm systems in Level III structures shall be addressable. • A horn/strobe shall be installed on the structure outside the closest entrance to the alarm panel. Contact the AHJ for more information. • A Statement of Compliance letter is required stating that installation, compatibility and testing have been accomplished per applicable standards. See International Fire Code 901.2.1 for exact language. • AN L&I ELECTRICAL PERMIT MUST BE ON SITE AND APPROVED BY L&I PRIOR TO CALLING FOR FINAL INSPECTION. 15. Hydrants where required. All buildings or structures shall be located so that there is at least 1 hydrant within 150 feet, and no portion of the building or structure is more than 300 feet from a hydrant, as measured by an approved route. Exceptions: 1. For Group R-3 and Group U occupancies the distance required shall be 600 feet (183m). 2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with section 903.3.1.1 or 903.3.1.2, the distance requirement shall be 600 feet(183 m) IFC 508.5.1 16. Required Automatic Sprinkler System shall be designed, installed, maintained, and tested in accordance NFPA 13. IFC 903.2 17. All Fire Alarm systems shall be pretested prior to scheduling an inspection with the Fire Marshals office. All pretest record shall be made available to Fire Marshal at the time of inspection. 18. Acceptance tests required for sprinkler systems, underground flush/hydro and sprinkler system hydro/head placement approval shall be completed before sheetrock installation and prior to final inspection and sprinkler testing Pre-Submittal Report#BP06-00136 Page 5 19. Dumper Capacity exceeding 1.5 cubic yards. Dumpsters and containers with an individual capacity of 1.5 cubic yards or more shall not be stored in buildings or placed within 5 feet of combustible walls, openings or combustible roof eave lines. IFC 304.3.3 20. Fire Alarm System shall be addressable &designed, installed, tested and maintained in accordance to NFPA 72. IFC Section 907 21. L&I electrical certification-Shall be provided for both electric and fire alarm panels prior to final occupancy. 22. Building Plans on CD-Provide building plans on CD to be used as needed for pre-fire planning if possible. 23. All fire department connection locations (F.D.C.'s) to automatic sprinklers and/or standpipe systems shall be located not less than 3 feet, or more than 10 feet from the finished edge of an approved fire apparatus access road. F.D.C.'s shall not be located more than 50 feet from a fire hydrant. IFC 903.3.7/ Section 912 IFC/BMC 24. Provide test and or test records for all applicable systems. ie. Fire alarm, Sprinkler systems, Fire suppression hoods, Fire Extinguishers, Standpipes. 25. Post Occupant Load-The Occupant load shall be posted in assemblies 50 or greater. IFC 1004.3 These comments are based on information that you had provided prior to and at the pre- submittal meeting. If you have any further questions, please call me at (360) 473-5212. Sincerely, j7 J f A �� f Larry Craze t` Building Inspector/Plans Exam. Department of Community Development Land Use: (360)473-5875 Building: (360) 473-5875 Engineering: (360)473-5270 Cross Connection Control: (360)473-5920 Fire: (360) 473-5380 Traffic: (360)473-5220 LC/pr it 66e_ bboffori PRE- SUB # BP06 00136 5eh00I 67O171v, C`( O��cF 1305 IRONSIDES AVE. CHANGE THE MANETTE ELEMENTRY PROPERTY INTO A WORSHIP AND RELIGIOUS FACILITIES. DATE : AUGUST 2006 2 �� ,be luk° wet' TIME: 10:00 AM 1,1r% BLDG irhire- i),)r9 inietoy_ in1G _ Dee{r AhC — Ori Pit PRE- SUB # BP06 00136 1305 IRONSIDES AVE. CHANGE THE MANETTE ELEMENTRY PROPERTY INTO A WORSHIP AND RELIGIOUS FACILITIES. DATE: AUGUST 2, 2006 TIME : 10:00 AM • LDG LU JUL UE 2 5 2006 BREMERTON-DEPT: OF �l 1 COMMUNITY DEVELOPMENT OCR gall° TRAFFIC I I • 1 j/2-1 a fr EPO 4 oo43 REZELiviz. DATE: JUL 2 5 (.s r 3 20Q6 A r :h..TNIJA1VITTAL CONFERENCE REQUEST COMMUNITY DEVELOPMEN} 1 T- Li, e ,4s c e/i)1I U/ J!tzpeit // ( f r APPlicant U Representative (if applicable) /O03 S-14_ Sf. /A I // CQ Arf'4.- 41'� Mailing Address Mailing Address igi c siCl, 4, / 4 7(3 7O ,6,4,0,-,- /0, 1;si�, �:.3/A City, State, Zip j City, State, Zip f 360 — 372 - 7� y 340 3 73 i q i Phone Number(with Area Code) Phone Number (with Area Code) Project Name: d9a n e /lc c/r°in .j/ ✓ a r el �,^ei ei" ,71:::7 Proposed Use: tt/©; i /i, et") d r ,e/i' o o,..r S ! a 4. .1:/7 tS ®ill/•a e ci i /'cr 2©. wU Tax Parcel Number(s): 3 cf 7,,5- Qpt) O, 7 --- GD 4 Address/Location of property: /3 D� -,mrd . s; o/c's 4 r/e rcm, e, }v,`/ 1/4 yS''3ii., - 9iA City official(s) you have worked with on this proposal if any: P14 ile r S : 6re'r - .Pf° 6rc/n r/' o 3c Aoo / .4)/ N1/..4./'iG YOU WILL BE NOTIFIED OF YOUR CONFERENCE DATE AND TIME WITHIN ONE WEEK OF YOUR REQUEST. ._.___ ----1 t a1 015 1 IQ-1 h_. r/ o 0 /vIcj/ a f lc e l i 1, CI il \A ( -€A1 e, C11WC..ti A (DC ),1 © f'r 0,,,',y-AT 'too f--- E L��`S -140) ('iol1C` Sf C�tl6,ri2_,►N5: k0,1 IC..-A-i yr,A-',2 cj ; Ul1t ) , --cV, U.`r , r- ._v-yl o V. O cc-‘t C_Q..S., 0 rn sZ-A- k--4 ) - 0\i- Li ct r ocy r. --2A10 tOc>t P / re-e_k't,'lt_ cL ecL : r- 2 5 T 6400 ( i- +�-- I t -„----_ -_-[-; c1.,_ 1 -.1;pc-,Jt.,----_:: , (_-_) c- \\ ,,eL,c, r,-F 2v'C,YI C. s 5 e.,,vi t tAck j �0‘-kv I v _.CA fieero� o r' e cik - )1, \r; CV 'C' 6- '1 -).1 1 " ' ‘n'h e.\r.4 o W CW c Vli SZA- ', \rt 1\i Y\v G'-�` cosSkr1 ex_kr Q ck_ -Foo 3 po,_,(0-r-k. •1-- vJ s-C\ le\Cd 60J0t, S--E o y- L k---tk.oLow BaSCtie rz Ie v e f t^�1,r\L -1 __) 3 SV R-15I ReaN-, ¶ S{oea col cOci) j �L S T��u, c��tor- u 0 j a_ '2" 1 ; 5or area- 1 4-Q__)‘,0 .>\.-1 le / q-59 FTS ; c),\1n % 0cA, • (/ tr r- Property: Manette Building 1305 Ironsides Avenue, Bremerton, WA 98310 Site: 1.6 Acres Building: 28,141 square feet By floor, approximately: 16,000 Main Floor 4,600 Mezzanine 8,000 Basement Heating: Electric, 12 heat pumps Parking: 84 parking spaces Zoning: "Adaptive Reuse of Public and Semi-Public Building" City of Bremerton Last User: U.S. Navy Office space — 1999 Comments: L-shaped Building The leg facing Ironsides is single story The leg facing 13th Street is three story Appraised Value: $850,000 (10/9/05) Owner: Bremerton School District 360-478-5113 Attn: Walter S. Draper, IV Finance & Operations 134 No. Marion Avenue Bremerton, WA 98312-3542 Walter S.Draper,IV,Director of Finance and Operations 360.478.5113®Fax 360.478.5022*Email:walt.draper@bsd.wednet.edu Bremerton School District, 134 North Marion Avenue,Bremerton, Washington 98312 An Equal Opportunity Employer and Educator • I IDENTIFICATION OF THE SUBJECT LOCATION The property is located on the north side of East 13th Street between Hayward and Ironsides Avenues, and its address is 1305 Ironsides Avenue, Bremerton, Washington 98310. I OSTENSIBLE OWNER Bremerton School District 1000 134 Marion Avenue North Bremerton, WA 98312-3542 r LEGAL DESCRIPTION The subject is briefly identified as Kitsap County Assessor's Tax Parcel 3975-000-027-0004, located within the Northeast Quarter of Section 13, Township 24 North, Range 1 East, W.M. The full legal description reads: I Lots 27 and 28 of Tebbett's Decatur Acre Tracts, Volume 2, Page 55, Records of Kitsap County, Washington; Except streets. I RELEVANT DATES Date of Valuation October 9,2005 Date of Report October 21,2005 INTENDED USE/USER OF REPORT The client is the Bremerton School District 100C. This report is intended for use only by the client and/or its representatives for asset liquidation. Use of this report by others is not intended by the appraiser. The intent of the appraisal is to provide an estimate of the"as is"Market Value of the fee simple interest in the subject property as of October 9, 2005, date of the most recent reinspection (exterior only)of the subject property. 05-284 Manelte Schoo9 Rims MANETTE BUILDING 1305 IRONSIDES AVENUE BREMERTON, WA 98310 a • 21.83° •ooh oso was. i 11 ""('''-:1 • Parking Parking • . ) . . 7.1 • a : • ,_. 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CC - 7(if L AR 1 12 T coe-am POS A, W-0 11 / / NE O �Y�TI'46 G7 I VC7rA'/r__ IN t� 3 2-- A aid 's-ItApS -oil I- LKG \A) �-Z pIq J/7 -FSP4,PcAZAfZX (Awur, R'�X14A VC40T�) 69- P'apt- or ChY Of Bremerton I"r""Y'Oe"elOpment JUL 2 7 2017 Code C By: O-mPliance PAC- 113000 77V �Zzv TEN Tj i�a ; vr JUL 2 5 2017 (-'jiY 'Of Brt�rrerton, vCL�, i-x' or 18 X 24 PRINTED ON NO. 1000H CLEARPRINT o J I % V- a AAA ne-AtA ,-C'a1(,RETE- FDN E.#,ST 13*"' IST 611DE POAN \/tE\d FORMER MA44ETTE cSChOU- EXIST- �,O\JOER ME77r-�MQA�-- FRAKING RlEtICN&M- \� R,EM(3\/At-. NOTE Du i L P. � mc TF-m? A L L- B�)T 4 �Df--57 Of BOTH REE-NKS REMW�, POST t Cf-NMR 10'-0 OF 16L-< G ZEAN TW6 RAGC-�50. LEAVE J-0127- I ki P LACE 6eAM J-KISTALL&TWN JUL 7 Reviewed for Code C Sy.- _0 mPliance " POS T �-"L SF- E: ELEV 2 -All 51 "gNa 1�7y-jFA . MOML 01 2017 JUL 2 5 City of Bremerton, DCD 18 X 24 PRINTED ON NO. 1000H CLEARPRINT a GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 CURRENT EDITITION ALL MATERIALS SHALL BE U.L. LISTED OR F.M. APPROVED FOR FIRE PROTECTION FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 CURRENT EDITION SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH N.F.P.A. #13 CURRENT EDITION IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF ALL ELECTRICAL, PAINTING OF PIPE/ PIPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE PIPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS BUILDING IS LIGHT HAZARD OCCUPANCY CLASS IN ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED REMOTE AREA REDUCED FOR WET SYSTEM QUICK RESPONSE SPRINKLERS AND CEILING HEIGHT LESS THAN 20FT THREADED PIPE 1" - 2" PIPING TO BE 'SCHEDULE 40' GROOVED PIPE 1" - 4" TO BE 'DYNAFLO' REMOTE AREA: #1 NORTH SANCUAR OCCUPANCY CLASSIFICATION: LIGHT HAZARD COMMODITY CLASSIFICATION: -- MAXIMUM STORAGE HEIGHT: -- FT DENSITY: .10 GPM SOFT AREA OF APPLICATION: 900 SQF MAX. COVERAGE PER SPRINKLER: 225 SQFT NO. OF SPRINKLERS CALCULATED: 7 HEADS TOTAL INSIDE HOSE STREAM: -- GPM PRESSURE DEMAND @ B.O.R.: 80 PSI FLOW DEMAND @ B.O.R.: 162 GPM OUTSIDE HOSE STREAM: 100 GPM TOTAL FLOW REQUIRED @ SOURCE: 262 GPM NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF DESIGNER: ADAM COLE ADDRESS: PO BOX 594 PORT ORCHARD WA 98366 AHJ: CITY OF BREMERTON REMOTE AREA: #2 WEST SANCUARY OCCUPANCY CLASSIFICATION: LIGHT HAZARD COMMODITY CLASSIFICATION: -- MAXIMUM STORAGE HEIGHT: -- FT DENSITY: .10 GPM SOFT AREA OF APPLICATION: 945 SOFT MAX. COVERAGE PER SPRINKLER: 225 SOFT NO. OF SPRINKLERS CALCULATED: 7 HEADS TOTAL INSIDE HOSE STREAM: -- GPM PRESSURE DEMAND @ B.O.R.: 44 PSI FLOW DEMAND @ B.O.R.: 122 GPM OUTSIDE HOSE STREAM: 100 GPM TOTAL FLOW REQUIRED @ SOURCE: 222 GPM NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF DESIGNER: ADAM COLE ADDRESS: PO BOX 594 PORT ORCHARD WA 98366 AHJ: CITY OF BREMERTON NEW 4" TAP (E) FIRE HYD:& SECTION SCALE: 1 /8" = 1'-O" 0 4' 8' 16' _ GST-20 (1/4"x-2") 21/2" MAX PIPE SIZE GST-30 (1/4"x-3" 4" MAX PIPE SIZE %" ATR AD�tJSTABLE RING HANGER 'G-20 (1/4"x-2" E MAX PIPE SI 'G-25-380 (3/8"x-21/2") MAX PIPE SIZE U ADJUSTABLE RING HANGER ADJUSTABLE RING HANGER EXPANSION SHEILD, COUPLING, ROD AND RING SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW WOOD CONSTRUCTION WOOD CONSTRUCTION t IJIH 5i SITE PLAN SCALE: 1" = 50' S31 MAX(SI�E S 4Q MAX PIPE( SIZE 21/2") 3/8" ALL THREAD ROD GST-20 (W'x-2") 21/2" MAX PIPE SIZE GST-30 (1/4"x-2E- 4" MAX PIPE STRUT PS-100 D YN A- FLOW (ASTM A-795) SCHEDULE 40 (ASTM A-135/ A-795) NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE 1 1.315 33.4 1.191 30.3 .062 1.6 1.31 .056 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 11/4 1.660 42.2 1.536 39.0 .062 1.6 1.87 .097 11/4 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 11/2 1.900 48.3 1.728 43.9 .086 2.2 2.71 .125 11/2 1.900 48.3 1.610 40.9 .145 3.7 3.61 .106 2 2.375 60.3 2.203 56.0 .086 2.2 3.79 .202 2 2.375 60.3 2.067 52.5 .154 3.9 5.13 .174 21/2 2.875 73.0 2.703 68.7 .086 2.2 5.10 .304 21/2 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 3 3.500 88.9 3.314 84.2 .093 2.4 7.18 .455 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 31/2 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 .660 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 8 8.625 219.1 7.981 202.7 .322 8.2 47.70 2.66 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 N z 11/2 7 f, Lia J, 2 \ 1I ? -- sPSZQgl ---- � F�I-ECTRIC BELL 4" f I FX COUP (2- P 200) OU F SIf)L WALL N �2'/2 n r- ) o e F cY �.% ' ' �} cif-- sided 2 2 2 /2 /2 3-4 --4-2 - N -_2-8 2-7 2- '/2 1,� V C �(�� E? 211 i t5�'t 4" RISER MANIFOFD pq>tti - W/ FLOW SWI l CH \ N 1R,� s � �z N A-7 ��L ( t� -e- 's 1 X 4" CHECK VALVE: O'Ll 2,/z UPPER FFLR 1YLZZ P PING PLAN 111/1�ND SCALE: 1 /8" = 1'-0" 0 4' 8' 16' 3/8" UT &WASHER AAL THREAD ROD 3/8" ATR FOR 4" AND SMALLER PIPE 1/2" ATR FOR 5"-8" PIPE JUSTABLE RING HANGER TRAPEZE HANGER USE EITHER HANGER DEPENDING ON TIMBER 1/2" EXPANSION SHEILD 1/2%3" LAG SCREW W/ WASHER ANGLE G=30°-44° ANGLE H=45°-59° ANGLE 1=60°-90° TOLCO FIG. 980 TOLCO FIG, 98G- 1" SCEED 40 TOLCO FIG. 4A LONGITUDINAL EARTHQUAKE BRACE SYM 0 0 1/2" EXPANSION SHEILD OR 1/2%3" LAG SCREW W/ WASHER I ANGLE G=30°-441 ° ° ��2" DRAIN TO OULSIDF. TO 2112»x2.V2% l" (A f WALL MOUNTED F 4" WII_KINS MIA '.550ADARMVIC' DDC [3ACKF1.OW I'RE VEN TR p--() 4x 1 -0 lxP -3�4" FLEX COUP 4% -6 GxG `.AAINLLSS STEEL FOX FIRE S FARlS NF Rf: 4" VIC FI.ANG �)» (1I ARANCI: �" UG BY OTFIERS RISER DETAIL SCALE: 3/8" = 1'-0" �--�--I----­I 0 1' 2' 4' MAIN FLOOR BLUE INTERMEDIATE FLOOR RED LOWER FLOOR GREEN SPRINKLERS DESCRIPTION SIN TYCO MODEL 'TY-FRB' OR CHROME PENDENT 1 /2"NPT 5.6K 15A ltj TY3231 TYCO MODEL 'TY-FRB' OR BRASS UPRIGHT 1 /2"NPT 5.6K < TY3131 TYCO MODEL 'TY-FRB' OR CHROME HORIZONTAL SIDEWALL 1 /2"NPT 5.6K TY3331 TYCO MODEL 'DS-1' OR CHROME DRY HORIZONTAL SIDEWALL 1 "NPT 5.6K TY3335 ct� � z o TEMP QTY QTY QTY 155 8 2 4 155 69 34 110 155 66 -- 7 155 5 -- -- 0 UPRIGHT ON 1 /2" TEE 148 36 121 o UPR T ON 1" STUB P BUILDING TOTAL: 305 IGH U O - ® PENDENT ON 1" DROP O UPRIGHT ON 1" STUB -UP & PENDENT ON 1" DROP - SAME FITTING be 7 J TAX PARCEL #: 3975-000-027Q04 ANGLE H=45 -59 ANGLE 1=60°-90° TI CO Fly. 9i3O TOLCO FIG. 1000 LATERAL EARTHQUAKE BRACE V FIRE PROTECTION PLAN FOR NEW LIFE ASSEMBLY CHURCH 1305 IRCINSIDES AVE BREMERTON WA FIRE PREVENTION, INC. fl l� f�l�V Gl1A T (1Dl\IJADII 1IIA (1470-C JOB N0. 06-406 DRAWN BY ABC r.v. own onY rvni vn�.ii,•+i�v, REV. DATE 11/27/06 SCALE NOTED I DWG N0. 1 OF 3 I GENERAL LEGEND I EARTHQUAKE BRACING AND # OF ATTACHMENTS EACH DIRECTION PIPE HANGER AFF ABOVE FINISHED FLOOR GROOVED CAP CH CEILING HEIGHT C. REDUCING COUPLING --�- RIGID COUPLIN( UNLESS NOTED) pG OUTLET COUPLING -o CAP WELDED OUTLET -a PLUG 4 "FIT" FITTING CENTERLINE E/C END TO CENTER �X HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER BOD PIPE TO BOTTOM OF DECK C/E CENTER TO END BOB PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE BOJ PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE FOS FACE OF STUD TxF THREAD/"FIT" FOW FACE OF WALL ATR ALL -THREAD ROD /z . AR NE LOWER FLOOR PIPING PLAN 0 4' 8' 16' INTERMEDIATE FLOOR PIPING PLAN SCALE: ,iA l0n rr1 1 1 a d ,F 1'/a 11/z 7-31/z 1 7-9Y2 —10 Lo —10 X 4— N i 7-6CH UNDER STAIRS CI `) I 6-11CH aD SOWER FLOOR MEZZ PIPING PLAN 0 4' 8' 16' TAX PARCEL #: 3975-000-027-0004 v � r t r 1 © 13r, SOFT Ol 135SQFT 980T---- — o O .] 1 _..] c -] I ; 1. 00 i 7 17-SQFT=1iOPSI 0 210SQFT =1 r M m r SANG IUARY o r ^ r � i r r r rmow- r 1 p O o ----- _ 'S 1 1 3Y2 ,N, 1-8 ►n •yam 1 41 1Yi � + 1 44 N CD 11/2 4-9t/2 - -- O A� O O i N Q •- i 8-0 CH 1 t N .\ N C) p C7 11/2 I I � I 1 Y2 ----:.:�- --i a r , -11C 01 UPPER FLOOR PIPING PLAN NORTHlorq)% SCALE: 1 /8" = 1'-0" G 4' o' 16 VV SANG' 111ARY N 10-8V4CH r t JQ I 1 4-1/2 6 11/4 Vl/4 —5 HAl_t- 1-11 —4 �61\ OFFICE 4 0 Al 1 - ' 1 1 l/ Il *,� 1 1 11/2 1'/2 5-6 r 6-1 z 13-1Olh 13-101/2 CV - � 14 15 16 17 1xY2 BUSHING LINES #20, 21 NOT LISTED FIELD VERIFY TENANT IMPROVEMENT THIS AREA 1 Y2 11/2 13-10'/2 13-101/2 18 8-KH X 1 SANG IUARY .. ... e. 1xY2 BUSHING 1 1 1/4 1 Y2 1 Y2 11/2 1 Y2 10 11-1 OY2 11 11-1 OY2 12 11-101/2 13 11 101r 1 10Y2 1 a 10M2 11/2 13-101/2 -- 13-10Y2 21/2x -11CH + �! 1-4;; LL-N t E3THRM �__! _ I 24 WN t Q 7A'X4 23 N N I CD o Ca 11/2 \ T I 1 Y2 7-11C C t 1 i o r- 8-2CH 11 - I P CD i + 21/2 21 20 �� 2Y �21/2 21/2 i A- �A 1 2 I�� 19 T A 1 I i rt- V--. _----� _ _ - 3 7-5Y4CH 2Y2 - A 5 D ... i H�.I i 1 N r CN I t _? 1___ ) 1 \ 9- /Y2 ,[7� Ln 3-9 I I_ m N r Q 8 H 1 1K 1 1 J OFI Icc. 8-1YiCH wN _ r r4( 3-Y2 4-5Y2 —7 2- 3L i tl/21 t/2 11� UI- I- I �'{.' d 0Yz—1 6-5Y2 I_ 8-2Y4CH m `I' 7-2- _-- _ UPPER FLOOR PIPING PLAN SOUTH SCALE: 1 /1 v 4' 8' 16, TAX PARCEL #: 3975-000-027-0004 8 7 6 5 lqq� 4 2 0606 cv 1� �, D NOTES 1. THE PURPOSE OF THIS SHEET IS TO SHEW NEW BUILDING INTERI❑R MAIN FLOOR PARTITION WALLS, DOORS, AND WINDOWS; AND TO IDENTIFY MODIFICATIONS TO EXISTING INTERIOR MAIN FLOOR WALLS, DOORS AND WINDOWS REQUIRED FOR CONVERSION OF THE BUILDING FOR NEW LIFE ASSEMBLY CHURCH PURPOSES, (N) REST ROOM WAL SIM TO 2. NEW (N) AND EXISTING (E) WALLS/STRUCTURES ARE IDENTIFIED AS FOLLOWS: ELEV D-D, SHE T 5 (N) WALLS: (E) BEARING WALL TO BE RETAINED: (E) BEING RETAINED: FRAME & PATCH (E) PASSAGE WAY ❑PENING) AND, EXCEPT WHERE NOTED, REMOVE ALL (E) DOORS (E) WALLS TO BE REMOVED: AND WINDOWS AND FRAME AND PATCH OPENINGS TO 7'-6' MATCH ADJACENT SURFACES L 3, FOR TYPICAL (N) WALL C❑NSTRUCTIQN DETAILS, SEE SHEET 4. 4. EXCEPT WHERE NOTED, REMOVE (E) FLAT CEILINGS IN THOSE ROOMS WHERE THE BEARING WALL AND PARTITI❑N WALLS ARE TO BE REMOVED (SEE NOTES AND DETAILS ON SHEET 3), INSIDE 4 (N) WALL SIM TO E3 0 ,- �N (N) 72"W X 80"H ELEV B-B, SHEET 4 cl� t 0 ABT 21 4r CN) WALL SIM T❑ DOUBLE DOOR _ INSIDE (REF) ELEV B-B, SHEET 4 (E) G/L BEAM (E) WALL OVER w (REMOVE) (RETAIN) C-C / SHT 4 SEE NOTE 4 R (E) G/L BEAM RETAIN (E) DOO z 7 CD WALL w (REMOVE) �w o- -14 4g- z _ SEE NOTE 4, z 1NSIDE - ;-- 3 Q B-B 6 " El rE 33'-11" ABT 12'-1 I RETAIN (E) STAIN (E) CEILING CEILING THIS AREA THIS AREA (N) WALL SIM T❑ ABT 67`-4" ELEV C-C, SHEET 4 REMOVE (E) BEARING WALL (SEE SHEETS 1 & 2) (E) WALL B (E) WALL (N) & (E) G/L BEAM (RETAIN) o 6„ (RETAIN) (SHEETS 1 & 2) FAIR (N) WALL INTO z (TYP) 10'-01, (REF) 9'-47" (INSIDE) (D WALLS (INSIDE) (N) 72"W X 80"H DOUBLE (N) WALL SIM TO ENTRY DOOR 63" FROM U. 19'-6" INSIDE 19'-11 ELEV B-B, SHEET 4 tE) CORNER � �- F- LiJ U 36'W DOOR & FRAME w 7 (E) RELOCATED CD WALL w v (TYP - 3 PLACES) A N ABT 20'-3" CTR ON (E) WINDOW MULLION \--(N) WALL SIM TO ELEV C-C, SHEET 4 SHT 4 8 7 6 PLAN VIEW MAIM F-L_❑❑R NEW AND MODIFIED BEARING & PARTITION WALLS SCALE: %8'=l'-0" MR :..+E INSTALL (N) W.C. LAV SIZED FOR SMALL CHILI, CO NECT TO (E) PLUMBING LOW FLO❑R TO MATCH (E) WALL (ABT 7 46 ) �+ (N) V.80 ADOOR egTty 0,00A L L 13'-6/2" 6„ ' Y. 3. .i• -0d' S :t D-D``pr CTR WALL ON (E) HT 5 WINDOW MULLION FRAME & ; PAT H (E) Clp(N) LAV & LNFANT ti ABT '-11" CHANGING TABLE I IDE ABT '-6" IN I \-----J A N I T Q R' S CLOSET CONFERENCE ROOM —(N) WALL SIM TO ELEV B-B, SHT 4 ❑FFICE 1 ❑FFICE u' ' 1_'- ❑FFICE REMOVE CE> DOOR, -FRAME & 36" DOOR PATCH OPENING . (E) RELOC (N) WALL SIM TO 6„ ELEV D-D, SHEET 5 4 REMOVE (E) DI OR & WALL COUNTER REST ROOM OFFICE 1-1 OFFICE _._._ 49 i rl�i A& N. 1 Li L `ma's '-` J t . 0 6 2007 RRENAERTON-D .F' f: OF C�C�hJi��L���l'FY DEVELOPM,,F_ q`r NEW LIFE ASSEMBLY CHURCH MODS TO MANETTE SCHOOL BUDDING 5� AS NOTED- SHEET 3 OF S 2 1 D c B A MAIN FLOOR PLAN -all CEILING HEIGHT 10T SD TILE SLOPE CEILING HEIGHT 12'8" / FINISHED all" HALL/ 5D 5D STAIR WALL2\ ` OFFICE I5GD D F MOTHERS ROOM 6 FROM MIDDLE FLOOR 15GD H o o cD Cu \ Sri rn F-- UP TO UP TO 0 (Z) co LC) m of ici CY) MIDDLE FLOOR PLAN UP TO MAIN FLOOR 2 3 4 5 Lu IN �) O to x ILLJ imp u- Cl) lu (j) kn > < uj IJ) ILLU IS) lu JU JU u- Z :3 JuO I- LLI Lu TILL SBU5 ANN 5560 R CD CU + m SLG • V � i i 1 X FELLOW FELLOW FELLOW FELLOW FELLOW FELLOW FELLOW MAINTENANCE 14ALLI HALLI HALLI SHIP HALL SHIP HALL SHIP HALL SHIP HALL SHIP HALL SHIP HALL SHIP HALL KITCHEN ENTRY ENTRY ENTRY 5D505-AP5 5D505-AP5 SD500-PS- 5D505-AP5 5D505-AP5 50505-AP5 5D505-AP5 SD5O5-APS 5D505-AP5 5D505-AP5 5D500-P5 5D5OO-PS 90505-AP5 5D505-AP5 5D500-PS • �/ 5D SD F 5D SD SD 5D SD 5D SD F F 5D SD F WATER FLOW BACK FLOW BACK FLOW TAMPER SD500-AIM 50500-AIM 912500-AIM 5D500-AIM MEZZANINE MEZZANINE MEZZANINE MEZZANINE MEZZANINE MEZZANINE MEZZANINE HALL2 YOUTH YOUTH YOUTH YOUTH YOUTH YOUTH OFFICE YOUTH ENTRY 50505-AP5 5D505-APS SD5O5-AP5 5D5O5-AP5 SD505-AP5 50505-APS 5D505-APS 50505-AP5 90505-APS 5D500-P5 SD SD SD SD SD 5D SD SD SD F MOTHERS MEN FOYER FOYER FOYER FOYER FOYER FOYER SANCTUARY FOYER SANCTUARY FOYER FOYER FOYER FOYER CLASSROOM CLA55 ROOM CLA55 ROOM HALL HALL STAIR WALL HALL ROOM SANCTUARY SANCTUARY SANCTUARY SANCTUARY HALL CONFERENCE ENTRY ENTRY ENTRY 5D500-PS 5D505-AP5 SD505-AP5 SD500-P5 5D505-APS SP505-AP5 50505-AP5 50505-APS 5D505-AP5 5D505-APS SD505-AP5 50505-AP5 5D505-AP5 SD500-P5 5D500-P5 5D505-AP5 5D505-AP5 50505-APS 5D505-AP5 5D505-AP5 5D500-PS SPS05-AI25 5D505-AP5 50505-APS 5D505-APS 90505-AP5 5D505-AP5 90505-AP5 5D505-AP5 5D505-AP5 SD500-P5 F SD 5D F SD SD SD SD 5D SD 5D SD SD F F 5D SD SD SD SD F SD SD SD 5D SD 5D 5D 5D SD F ��� WOMEN HALL HALL DAYCARE2 DAYCARE2 DAYCARE2 DAYCAREI DAYCAREI DAYCAREI DAYCAREI DAYCAREI SANCTUARY SANCTUARY SANCTUARY SANCTUARY SANCTUARY SANCTUARY SANCTUARY SANCTUARY 50500-PS SD500-PS SD505-AP5 5D505-AP5 5D505-APS SD500-PS 5D500-PS 50505-APS 5D505-AP5 5D505-AP5 50505-APS SD5OO-PS SD505-AP5 5D505-AP5 SD500-P5 SD505-APS SMO5-AP5 5D505-APS 90505-AP5 F F SD SD SD F F 5D 5D SD 5D F SD SD F aD SD 5D SD NAV 14-2FPLR Lo B NAG2 V) 14-2FPLR z NAG 14-2FPLR � ul - NAG 14-2FPLR Au POWER i4-2FFLR FELLOW FELLOW FELLOW HALLI SHIP HALL SHIP HALL KITCHEN SHIP HALL WOMEN MEN ENTRY ENTRY P2R P2R P2R P2R P2R SR SR P2R 4.-1 k H H H H H V V H EOL V 30CD IIOCD 15CD 30CD 30CD 15CD 15CD IIOCD MEZZANINE MEZZANINE MEZZANINE YOUTH YOUTH YOUTH OFFICE STAIR WALL GLASS ROOM SANCTUARY SANCTUARY MEN MEN P2R P2R P2R P2R P2R P2R P21Z P2R SR 4.1 k H H H H H H H H v EoL BOW 15CD -15CD 30CD 15GD fSGD 'iSGD 30GD SOW MOTHERS MOTHERS HALL CONFERENCE WOMEN ENTRY SANCTUARY SANCTUARY SANCTUARY ROOM ROOM P2R SR SR P2R P2R P2R P2R P2R 4.1 k H V Y H H H H H EOL V 30CD 15CD 500D 30CD 5000 30CD 151-1D 151-1D HALL ENTRY BTHRM OUTSIDE DAYCARE2 HALL BTHRM DAYCAREI SANCTUARY SANCTUARY SANCTUARY P2R P2R SR P2RK P2R P2R P2R P2R P2R 4.1 k H H V H H H V H H H EOL SOW 30CD 15CD IIOCD 30CD 30CD 151-1 D IIOCD 15CD 15CD HALL2 STAIRWALLI STAIRWALL2 5TAIRWALL3 SANCTUARY WaAONS 1508AQN5 1508AONS 1506AONS 1508AON5 5fl SMOKE DETECTOR HD HEAT DETECTOR 2 STROBE a PULL STATION HORN STROBE sp SPRINKLER RISER nv DOOR CONTROLLER LE6E,lN,p- ADDRE55ABLE INPUT MODULE �P FIRE ALARM CONTROL PANEL ANH ANNUNCIATOR E PHONE LINE I �a PHONE LINE 2 RELAY GENERAL NOTE5: I. ALL WIRE SHALL BE FPLR. A. INITIATING GIRGUIT5 SHALL BE AT LEAST IS GAUGE WIRE. B. NOTIFICATION APPLIANCE GIRGUIT5 5HALL BE AT LEAST I(b GAUGE WIRE. 2. MANUAL PULL 5TATION5 5HALL BE MOUNTED AT LEAST 48 INCHE5 ABOVE FIN15HED FLOOR. 5. ALL WIRING 5HALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 4. NOTIFICATION APPLIANCES 5HALL BE MOUNTED AT A MINIMUM OF 50" ABOVE FIN15HED FLOOR. O Q O w K w O L � W ® Lu -1 Lu Lu 0 LU !U Lu -1 UA Q 11.,{ u- JU O 1Ju !t� m t � 0 I tr 11 I 4 1 ,•�,,...-:::Y�>✓�.���:__.. �...��N:;,.�...._�..,�..;�..,,.r,..>,:�,:..:�,.�.�..�,....n...w�,..,.�.......:..,�..:...,_._n._..k.>.,._..�..a...�...-.�.._:....._�..w...�._:....<«•.,.,�:,sw...«.<..,�.,..«�..,.,.,F•;.�r>w•.�:x_..-.....,:f_,_�.,,....,,...,......�.,...-.....�...,.�._,,..,.�k.,ws,�•..�. rr,-.�..�, 12a 9� --\ �__ {�.s � _ __. }t�'�i'�.vi �o p.�aul�-r. �N a�•£�L{ a�-x.��. \ l� 1 z i � ( S�0!LAb�.. ! 70 A L2 E !, { ! H ltjj 1 s i i I_ '. # I �.. 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I L_ F_ P iA%,D TO 4\` ll..275 TL.504 JA TL-741 ez -le \vls OF WAS%\ ­D Air l3gipGloc, 1AL" 0 Roos _-Wr-LE) TO TOP � 13OTTOM C-1­10vps OF F--AC(A jols-r - TC)r- j3qkD&lmG occurz_s/a Wicvi4 POHAT OF ADN ION ALTERTION5 70 MANt7E HEMENTUY SC�OOL 13 V, E /\A � Q *T 0 N F Ll B L t C S C 140OLS �13R,W E. L L N T M 0 N _T C-7 0 NA f R Y BRANCH &BI;MNCH 2616 EAST I Ith STREET BREMERTON, WASHINGTON ARCHITECTS A. I® A. PHONE: ESSEX 3.3700 DATE REVISED JOB NO. DRAWN N 15 - 14 . 51-1) A 01 I D SHEETS R. 0 0 T W h L L T, 0 a � SEIFERT & FORBES, P.S. ARCHITECTS & ENGINEERS TACOMA PREPARED: BEN P. ANSTEY PROJECT JOB NO MANETTE SCHOOL WA 1 DATE STORM DRAINAGE CALCULATIONS 10/28/83 A NEW PARKING AREA OF 18,350 SQUARE FEET IS PROPOSED FOR THE MANETTE SCHOOL. AS REQUIRED BY THE "GUIDELINES - STORM DRAINAGE DETENTION BY MEANS OF ON -SITE HOLDING CONTAINERS" OF THE CITY OF BREMERTON A STORM DRAINAGE DETENTION FACILITY SHALL BE CONSTRUCTED WITH' -A CONNECTION TO THE STORM DRAIANGE SYSTEM IN 13TH STREET. THE SIZE OF THE STORAGE PIPE WILL BE: 18,350 SQUARE FEET x 0.3 GALLONS = 5,505 GALLONS = 736 CUBIC FT. STORAGE WILL BE PROVIDED BY: 52 LF OF 48" CMP @ 12.5 CF/FT = 650 CUBIC FT. 2 LF OF 36" CMP @ 7.068 CF/FT = 14 CUBIC FT. 5 LF OF 54" MANHOLE @ 15.9 CF/LF = 79.5 CUBIC FT. 743.5 CUB , THE ALLOWABLE OUTLFLOW FOR THIS SITE IS: 0.783 ACRES x 0.2 CFS = 0.1566 CFS THE HEIGHT OF THE OVERFLOW ABOVE THE INVERT IS 5.0 FEET THE DIAMETER OF THE RESTRICTOR ORIFICE IS: D = 6.07 x ((0.1566/(5.OxxO.5))xxO.5) = 1.56 INCHES USE 1.5 INCH HOLE THE "BLEEDER LINE" DRAINING THE DETENTION PIPE WILL BE 8-INCH DIAMETER SLOPED AT A MINIMUM :OF 2.0% SLOPE; THE REQUIRED CAPACITY FOR OVERFLOW CONDITION IS: Q _ C x:,I x A _ 0.9 x 2.7 x 0.783 = 1.9 CFS THE CAPACITY OF THE 8-INCH LINE IS: 0.35 x 1.486 x (0.166 xx 0.66) x (0.02 xx 0.5) = 1.9 CFS 0.012 U w eC- fC/STERE v �wR Al 4u, s ILI I I 01i Alk 4011k AWL APO"% tin loll Tw Cmd"ODE BOARD OF DIRECTORS, INDEX OF DRAWINGS i 1' cc)DE, 19 62 E tJ I L Di NG-i Clop e 2. F?,EG-rU L.A71C)1'�'5 FOB BAF-PNIEF, I CXT J Y i- DAVISON PRESIDENT 3. LEROY WILLIAMS VICE—PRESIDENT CIVIL 4, I T PE- OF Zn�lIf�� - r'���i p�NTI�►�-• G I E� I�Tii�lC� � I-1�� �f CPC>C��.A�'f-I`� � �i TE (�E�/IC�l..I `f iC)�! ffLA1Q 5, LE61ALr DESCRI PTIC'JN - SEE DIZAWIN69 C- 1 (I1z S IT E, f L,AN �i"E DETfkIL� 67 TYPE c)f= Cn�15-r�Uc.- ICE — TYPa v N. LEONARD A N E R N —1, -TYPE 0E- 06CUPANc-Y -- 61F�OLlr a DIV►51ON 2, ARCHITECTURAL MERLIN �'RHARDT �, r Lcx� �, A F�►�A Al bASEVIENT FLOnQ, rLrAN F►Ni'�)rl SGH EPUL.E. GiF,OU►-4p FLOOF:� (EXISTING) -11�-�)�37-5 S,F, JAMROBINSON a �2 MAIM f✓�C��. pL��rl �,. FII�JiSrf ��.I�IE.DU�� MEZZ.AWIr�a (Na�j) 2) & 3�p Si F, MAIN FLCX)�Z, (EXIT'ING-{ I(o, 9 10 S+F t A3 F::fcx)F- PL.AhI WAxIMUM ALLO►.JA5,E FL, A�Z)aA ICo, O©O S, F 411-rri 5eeep1AT'Inr`I ON 4 'SIPFS, L A R Y M MIL I EL EVAT 10rN 1-1 � SAS►c. A rEA �F 8�. L N oao s•U ERINTENDENT >3U1�.p1N� �EC.rIC7I�l� r,4NI F-b E� I NC F FPS Ep 100'0)0} A I DE`rA I Lr5 SEPEP-4T IOW ► JA L.L. R E6� U I AEG) Or-� MAWrLOO� - MAil�oN1)Y I/JAL.L. MORGAN POWELL DIRECTOR F Ab 1►�T�r.►c�� �L,����a-�Ic��.►� CAN P��• U��c� A�, A SEP��L\T'IC7►�'1 AREA OP OPI611NAL. F�:�D'c.j MA►I,-� FL, ADMINISTRATIVE' STRUCTURAL APIEa c� i�1r�R�Tr-1 ADr `r'�c�r`► 2, ©80 SERVICES S 1 �A�E M t`.li" FC�UNC�)aT IC7N PLEA , l /i EZ-Z-AN 1 I� E FLon -, F CAM I �I& PL,AN I515►� 5,�, i� LESS Tf-�/er`-1 'NE I(�,C��v PcRM ii-i�G� 1:�)f�. MA►h) F-LC°?njF.- F►�.A.►u11JC� �L.AALN � p�T/� i L� •' EX1�7•r, P1L(JG-� i-1 I�MT 32� SC�i.E© fZocF F:'FzAK ii �1 MAX 1 M U M '14EIc'-gHT• � N `5T0P'•+I E5 S 4 DE.`I"AI L� /�'')y,�f' 'AnA .t S�.':'' •J i+ ST' •fi11 MAN fl r 1 Vt, X I /�I � E +L 1r�ryry Apr N I I E-li I N 'jaC�r ,I kv. 2 -I "'1 y'� r''` /� (�'� O Sr 1, r. 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IOIH SE IV/w5 PRE VO 9INI Sf �/} l��s vrN wxAk vrN 1 IV E [,lam 1p I Pp.'�'' r /�''t'�M`/U / } SE S IOIN 91 tl 7f µ VGt t 10 t s •�• / 1 1 !'�I,I `J 1 I✓C) '- 1��!'�''I '♦I�I-���VG�+•LI 1 1 ' I�A� r ��i 1 I+sl 1 KV�II� 1 5' - J - `[ r GEN H{H S= SE". � tl Nri'iNs i / 1 f O / ,,�•+d �j''� /.s� y,,.I1 rL•.r� I jJ�. pp�� 1r.++�".wm C }�� Er PI 7 �+ W JO) TTW -vt , tL yr 5 / 0+ryy (/y �a Pprww f��so+ I p�+�+ J�/''� \ // (7� {/ �,I 1`+ t I TC I ' L• LL, T �i/F- Hl-\I e � � F- `� _ = v 6tH = $i S @ - �[ / M I �/_`., rw/ �r M Far/ I '�T 1 �1 /1. � � ICI Y /-v �./ �L.'AI �M , 7 // j AR•t}N` Sir C IV<• srN S/ 5[N Sf JW PpIM -S li4l-Sr SUMMEtHIt•4 SIN S kr0® HERHQ < E t E R.,us«' EPL 5C:,•u•IN..-%'< . • Sr � litG sEC[ NQ v, nwA ha City AN(I.1 f'OI N.F ,�s/ •� 1r- r'V PLT1S tlL SreuRvt 4, se. _ .� .:•(jRt.u:U SlC Ak j .n - .. .. :.i:•. . :•: 7Isnr0 l• �1..tIATSpBrVpAHa•Op 22 ...:Ij;�a ...:.:..:.:Q/♦ / / 304 ELECTRICAL } l Q4[ • / !'t'lt F:i tiult\IJ i Sl r.afR1 sl ; .NAVAL la)t11-YAl{U 4 � ,,- SI C(/'yjO u C ATIO E2 BA6EMEr*�T Ll�h-tT1NC� f~IT1114� I�Lt\111 F Lr00�- F O W 5 r-�- PL A NI rt s' xii i ••uur E 5 MAI r F l o Off- PO I,..l EIS=- rLAf`i� E rAN E L S U -1 E PLJ L.E5-,, 1 d r. r r s •. C O t V w 0. A 1 � _ t PORT ORCHARD ---- • I p i i2{{0 2690 31evo ArF`KoxIMATa S(ALZ V I C 4 N {TY • I i NOTES I. -_THE LOCATIONS AND SIZES OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY FROM INFORMATION OF RECORD. THE CONTRACTOR SHALL DETERMIME THE EXACT LOCAnom AND 51ZE OF ALL EXISTING UTILITIES PEFORE COMMENCING W09K. THE CONTRACTOR AGREES TO BE FULLY RE'SFONSIBLE FOR ANY AND ALL DAI`/IAGE'5 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR`S FAILURE. TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDER- GROUND UTILITIES. 2, 5A515 FOR NORTH 15 A55UMED, i.e. MONUMENT LINE IN EAST I(®"'H STREET FROM HAYWARD AVENUE TO tRON51DE'5 AVENUE IS EA15T. 3 BASIS FOR ELEM&T. IONS 15 CITY OF 5REMERTON .,i.e. PAINTED BOLT ON FIRE HYDRANT AT SOUTHEAST CORNER OF INTERSECTION OF EAST 1371' STREET AND IRONSIDEa AVENUE 15 ELEVATION 262.94. 4. FOR ADDITIONAL UNDERGROUND UTILITIES SOUTH AND EAST OF • PLO`( AREA SEE SHEET M-Ei OF THE PLANS FORTHE "ADDITION AND ALTERATIONS TO MANETTE SCHOOL" DATED 14 MAY 1959• 5. SIDEWALK LOCATION DRAWN PER RECORD. EXISTING PARKING STRIP ON SOUTH AND EAST SIDES IS NOT SHOWN. (o. CONTACT ADJOINING OWNER BEFORE COMMENCING WORK. T CONTACT CITY OF 15REMERTON BEFORE BEGINNING WORK IN CITY RIGHT OF WAY• S. DEMOLITION (AND RESTORATION) INCIDE ,ITAI. TO CONSTRUCTION OF NEW UTILITIES IS NOT SHOWN) 507 15 PART OF CONTRACT, 19. 50" x 30" "DO 140T ENTER", PER R5-i, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. INSTALLED ON 4" x 4" TREATED WOOD . P057 WITH 3 FOOT BUS\/ AND 7 FooT CLEARANCE ABOVE GROUND. r v X LEGAL. DESCR PTIOM ' LOTS 27 AND 28 OF TE55ETTS DECATUR ACRE TRACTS -) F_.XC,EPT STREE.T5. N9_0000'00"E E-VOTH ST. Z5•00` / - 241.Gs' -- ' 1 1 1 a SCALE* I "=100' Q '9- Z41.74' N 89-56'2t" E , i i N 89958'37"E 0N0 ZD' � ZZ1.75' �1 o 19 o 19 I ? U� -'- ,' % --I- - ,. M o � $ p Z Z N >s N : o o -+- N f N Lc i� I I m I , , 1 Zo` _ 22I.83' _� Q E. 13-'H ST. N 89°57' 14"E 241.83' n k v ?�_ 0 0 N F CONC. CURB - 0.4' HIGH CONC. CURB - 0.4' H IG H . CONC. RETAINING WALL ,. 'a• 274.0e WOOD AND WIRE :.',- , , ►;•,•'• 278.35 1 287.1 I 4: 2792 2 6.1 243 281. 2; 4 280. 2 A.. ' - . 1 ��?� ,� - - a� ;a;'. t4 274.60 Q -.279.4i. . . 2n. 260'SZ N .. . ' 273.96 274 3 27 99 2 .Iol ,` • �' • _ , : m .p \ At •p. 274.Z2 ,'' 2 83.(00 , Ac W a �'. :6. N . ' _:. ... R; o 1 N 1 2 ?, A .A,. X.. :. .. A.-1. , . SEE N TE 5 2�3.79 A.C:CUr�B; :.. ,: .p.. 'l, OOO .. . . .. . . 27 .01 0 . .. ..: _ • .. .. .. ' Z81.021 ° C 833 C.I& k ax ... / t`' U N PAVE D • RIM-27S,.1Z. • I. A.C. CURB 27477 ' : TOP4". •2774Z' • '• : 1 .,: i. P LAY AREA ... . . ..' . :> * - - V , $, 0 I: t 2 O .. .. .. P , *. y ..,., n 6 GHAlI�I LINK {� • . • 2?3.38 / I • , . . . . . . . 17 .31 e . .4..' N I I r ' .' . p`. . . '. .. ..•. . . . .: . . ..%. ' e 278.36 : 272.8( t l 0 38 2 7(0.82 •. I`" .279.50 �C 27 8. .. o,: CJ e ... 27Z08: 279. 2 Z77.61 ,o' % I 27Z 27 is- �' 276. . :7�.9 " , o a __ .: ,.,..., ,4, 1.'( 1. . I .I"'.-. ' ' • ' coNc. RETAINING WALL .. . . . . .. . . . ... . '- OOF OVERHANG °• . •I' • ; WITH RAILING 272.1(0 . , a a ? 272.77 C.B. . 27(S . ' 7(� 1 to i ' RIM = 27S.48 6 : . t • 272.70 _ A. ,�, TOP4" = 274.78 ' ' • \ 5 H.B. . °, 1 a' Zi l.4 5 ....... I1 " O 272. 7J 73. .. 4 • 272.07 I ..' , • •� S 'M' •� .. ';- •. • •`1••'•• "..'...7. .... •• • C.B. " . :. 276.91 . • • RIM=271.17 Z 6.53 '' A + TOP4" =270.47 • • ' ' • ' . ` • 11 '. 271.id ® 275' 2 FE= 276.99" . _�-Q{�• : . t0 --� d7 SI d• a .. � •.: . .v► •I. ` I Z71. O . 1 .� FF.=272.OS :i I1 I IN . . M. • - . . . . �`27.19a . • I' : ,y . . • . = 'h. R M 70 9G 4 I N �\ TOP4" 270.76 . .cA- C.t3. a . .. •e} A& ,N� ,. '' RIM:Z71.G,3 N :a ,: . :;A , 272.09 ' a . a . ' 2? .C)t. D5. 27Z.0�J / . r .. .. ., N 4 ' a 262.29 GONG. /ACL: 1NlTH (o CHAIN � --khJK FEk6E.L , , .... • `� . _ a • ' D5.• DS. DS. DS. DS. Y ' ° : ' 253. 9� 272.0 27 .0 p ' C.6. ° • RIM=2(.Z.09 TOP4"=261.88 LA. t' 1 _, 1 I r QO L ,e t!. ..pI e A. > Q r� a tc .a' w Ci ...1 • . , . a Z � . �'. . N In N N K �+ e. Q% M N �, r N u I� . ' . I U\ N li N LL: O cl to 3 !D -- D'.C.B. :A* • , ' o 0 0 0 ' f 4 , . C RIM=246.4b :• :: _� :' . N _.. s, -- r•♦ - a :D, p e .p• A :.* A 4.. •�, 4. •A I SEE NOTES Q I D P.Y.C. 1) ---9 S" S ` C.t? I __ W a 12" w C.I. i � IV EXISTING SITE , A . , 4 . . . 4 . . a" s- . EAST 13 w STREET C.I. )NTACT CASCADE NATURAL GAS COMPANY FOR LOCATION GAS MAINS AND GAS SERVICE LINES IN THCS AREA. � EXIS`T'IN� DEMOLITION ASPHALTIC CONCRETE POKTLAND CEMENT CONCRETE CAST IRON CONIC. PIPE FINISH FLOOR ELEVATION PER RECORD POLYVINYL CHLORIDE INVERT ELEVATION MONUMENT IN CASE MANHOLE (MH)- CATCH BASIN (C•5) CLEAN OUT DOW N5POUT HOSE BI BB 5PKINKLER HEAD UTILITY POLE SPOT ELEVATION . FENCE -x x x AERIAL WIRES UNDERGROUND ELECTRIC CONDUCTORS UNDERGROUND TELEPHONE LINE5 SANITARY SEWER STORM DRAIN SD WATER LINE CONTOUR LINE TOP OF SLOPE ROCK RETAINING WALL CONC. PAVEMENT '°' "-'• '- A.C. PAVEMENTI" [ AG_.,: -_._.:'A-_._., .... ••. •AZ•• PLAY AREA EQUIPMENT - PER TABLE FLOW LINE - BOTTOM OF CURB MONUMENT LINE CURB (A.C. OK CONC) PROPERTY BOUNDARY LINE A.C. CURB (SASE BID) A.C. PAVEMENT (13A5E RID) [f_�` X�: • _ > j A;I1 1 . i WOOD aNt7wIRE-sEE No►E G r I , i »,...,..,.:<....»,.v.»..,».�.»_.»..,...».:_.»_.w...,..»».,..-,,....W.....,..».............N.,...,..,.,..,....,.,...,<...»»,.,.,.,,......,.....,.�wz= -�_ ,,, X-X---- Ix-L _J 'I- �._.....__ -, :..»..,» ...:................a.,.,..»,. ­ =�=:= � �'==- ��=�J , � ,, �.......,__, a,.... _ _... _ qp: a° •..b.d:3. ' >. 7• I, ° v ...... , - '.' 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CULVERT PIPE r ��o.... ® METAL PARALLEL BARS -j O METAL JUNGLE GYM ), © METAL CHINNING BARS W 0 METAL MONKEY BARS � ® METAL FKAME 5LIDE Q0 METAL CLIMBING TOY t to HORSE OM SPRING Q I@ WOODEN "BIG TOY" Zt© RUBBER TIRE IN CONIC. 01- ►3 BASKETBALL HOOP ON METAL POLE 7 Cl� FENCE -TYPE 5ACK5TOP CONC. CURS SEE NOTE 7 ; ..."..................._......................_-.._ -., --,,.....-..............».........._...,.,........,,......._.,,,.,,.,........,.....,..-.._.,..,...,..K...... C.P.-___. ,.,-.:,-.-» C„".,....,,w.,<d..,h„w.,..o.,,..4_..,.»..,,,,.,.,�-.._.,..,.......,,.,..,..»...«»,_......w,.._.,,.,.,....-..., �.d ....-...... ..........,....,,.... ,-f- . a `� ? � 5EE NOTE 8 1 Ift FIELD 5WK 4�8GZ i BUILDING WALL OR CONIC. RETAINING WALL /PAVEMENT CUT LINE fZ'�12" CONIC. CURB PARALLEL TO WALL ANEW PAVEMENT A,',; � APWA 1 5TD. PLAN NO. (o ) TYPE E- i PAVED TRANSITION (PLUS OIL MINUS SLOPE) SECTION A ---A NOT 70 SCALE (ADDITIVE BOW) Z.O' AT GATE 5' CHAIN LINK FENCE WHERE ROAD 15 PARALLEL WITH CONIC. RETAINING WALL. 15'--I�--1.5' �-05'(WREKE FENCE 15 KEQUIRED) d q tc ; is ' -, : q� -: "'_ tc; - :' is :; a q Q 6 4 �1i 4 d , AA q A a d C d q e A. A .4 _ A q. . A d..4 . d A. .a 4 4..d .e. 4 d d a 4 CU% \ GJ,Sp�'o 0 0 0 0 oO Q o 0 0 o Q0 0 0 0 0 0 0 � o o CDo c5 Q o U o Z D O o 0 p o � O. � o 0 0 � � p p 0 O o O © O D c7 0 0 O O O o � O o c �11=(Il�ta tu�tlti l�ru Iril�ritu( ►I rf itlnlu`tttf(I�u, �r=llla[ t (fit f�tl ll 1 t Ottrir®rr�li� sru tlr�ul ;41tlrPROOF ROLL SUBGIRADE 2" MIN - COMPACTED DEPTH, A.C. , CLASS "B" 2" MIN. COMPACTED DOTH, MWU5 5/8" CRUSHED ROCK G'MIN. COMPACTED DEPTH, CLASS W BORROW SECTI011 B -_ P, NOT TO SCALE NOTE'- PAVIMG SECTION SHOWN ALSO TYPICAL FOIE ADDITIVE 5ID"A-5" PAVING. f,COMC' CUF 0A' HlG14 MATCk LINE, EASE BID i FOOT 5OUTK OF EXI57 lNG I DOUBLE ,GATE FENCE AT NE. 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I cl..°..,..w.�. .jy t` ,>L`b.„:�, -'• yk A VP S , , m:ri REEET Ld a fl eN 4 A A d A 4 A a A 0 o Q o 0 0 0 0 0 0 0 0 n o 0 0o O 0 60'J O 0 D a OQ o o OC 0 0 0 0 0 0 O O O 0 T72.�' F` ROLL SUBGKADE MIM.COMPACTED DEPTH, MINUS 5/s" CRUSHED KOCVA G" MIKi. COMPACTED DEPT14, GLASS "A" BORROW TYPICAL SECTION -GRAVEL FAMING NOT To SCALE PLCNTING SCHEDUL 4 NOTES WTAN IUL NAMr ci7ra - IIC©MMoPI hiikNt�,ll U Q GiT9I`r II HINoDpGiKi I25DIi� CAN PLANT + 30u O.G. IN P►.ANTI F,. IAXG BY �,kg �iNT�F, �Pwr� ©a TOP S OS wl V, mnc� H (�) ® A5 N I 0 BAK MU O h - ► OCAT5 P5r, PLM5 'a'ams f ! C Ace I'RJ�D MA&r,- II VAPJP,-f M SUNcz 1, f I 1 II To TRW Off NIUI, LDW5,f, BRAKAI G I_ To to A50VO, FOOT bAU, , AS pl�Uh�IN(a T�II�iMI�1(� ; N G� Pam mc.K. `(% I��CII�i av pelr��4v 8N PU A�b Plk!- 'TOP q 6 LAM Salo"MANHAI J AN Kid It 4 -�;utv)0 ItMEf APPIr'1' ''WI;I✓i) i Wtl i PI✓ � i�TiI.I�� P m MAI` U ar t KE5TOKATION OF ABUTTING PAVING DEMOLISHED UNDER ADDITIVE 5tD "A-5" 15 INCIDENTAL TO THE CONTRACT UNDER A >VtTIVE 51V "A-S". DRILL IZ" HOLE (FOR ANT) 8" I I J DER z8c r/L APWA STD. PLAN NO. G,TYPE E-i 54" PIA. PRE -CAST PER APWA STD PLAN 37 GATE 14 LINE 5A5E BID 3 , <� TAINsl WALL WITH KAIL11,1 (STEPS AND ADJUSTME' SECTION NOT SHOWN A-FZWAP— CEMENT GONCKETE DRIVEVINY TYPE '=13", PEI�=S70 PC:AN-NO:'B-WITH-MODtFIED RADIUS-;iHOYJN:�'TYP.)' D.1h 6�ASS ?ARKJ G ST91F NDT CMN) T`(P I CAL_ Cdd 020Nc-lA, AVU, F60 ST, pvq (n A IN P rm-, R.Y Mom, MUVIR W1 C 11RS NOT bHON NI , W A-�_ roP, LEGEND EXISTING A; ° ASPHALTIC CONCRETE coo-Ic. POKTLAND CEMENT CONCRETE C.1, CAST IRON °•fig CONIC. PIPE :1 FINISH FLOOR ELEVATION PER RECORD PVC, POLYVINYL CHLOKIVE I.E . INVERT ELEVATION e MONUMENT IN CASE 0 MANHOLE (MH) 0 CATCH BASIN (C•5) cx�, CLEAN OUT � DOWNSPOUT wY ° HOSE B155 SPRINKLER HEAD UTILITY POLE SPOT ELEVATION FENCE AERIAL WIRES UNDERGROUND ELECTRIC CONDUCTORS UNDERGROUND TELEPHONE LINES 5AN17ARY SEWER STORM DRAIN WATER LINE `Z CONTOUR LINE __ ._.._..._. .. _.__._._ _.... TOP OF SLOPE ROCK RETAINING WALL CONC. PAVEMENT A.C. PAVEMENT PLAY AREA EQUIPMENT I ?., FLOW LINE - BOTTOM OF CURB MONUMENT LINE CONIC. CURB EDGE OF GRAVEL PARKING PAINT STRIFE, 4" WIDE ENTRY SIGN -SEE NOTE 9 Z4" DIA_ SLOTTED LID PER NEENAH R-179Z-FG (HEAVY DUTY) OR EgUAL. 8 'GOOSE NECK"OIL TRAPS GROUND ELEVATION " 'I I-7:1 8' INFLUENT FROM SYSTEM; I.E. ZWOO OVERFLOW INVERT --ZD 1 `I `'' 8" INLET PIPE 1 a� (A)DITIVE BID 'A-5'� ORIFICE INVERT I�i` I.D. F 18" 5UMP ORIFICE THROUGH PLUG IN TEE-JE.=Z,l 00 CONTROL 5iRUCTURE NOT -TO SCALE 48" DIA. CULVERT' w>_ H ACCESS < a o.01 BLEEDER "- WELD PLATES 2 LE 3 ' DIA. PIPE DETENT IOW LAYOUT NOT -CO 5CALE , MWIMUM TRENCH WIDTH -W" TAAE.N AT TOP OF.PIPE MAXIMUM- 1?t5TANCE A IS 8' API' ,aY 54C,K ILL 17WPED #4 Gi LAYERS TO I'-e ACE PIPE THEN IV LAYERS IJIJDER MWD AREAS - BOTTOM wADPiAw of PIPE E-WEV FULL LENGTH OF BP.RREI_ 3".MIWIMUM BEV"WG MATFKLI 4. WHERE PVC PIPE 15 USED, PROVIDE MINIMUM 3' WASHED . `AJ4P OR PEA GKAVEL AROUND FUEL. PIPECIKWMFERENCE. BACKFILL REQUIREMENTS TO TOP OF TRENCH U!►PPtiV£D AREASPAVE D. AREAS i`(PE OF 1MTERJN /tiPPRGIEQ OWS{TE CL. A" APWA 5 .26-2 10070 mwus 2 " TNICKNE55'4F LAYER A6 KE(}UIKED re"MID V (SEE Ab6VE) MNIMUM Wy D+=1, sip 90% 95% !PIPE TRENCH BEDDING NOT TO SCALE Iro' VAPTH NOTES: I. OFFSET 141WCnES PERMITrL► r_ GATE Ti? 5NING : It30' R. L.JG t-LT PPANIE-- I s/e" O.D. GALVA"IZED TVBVLAR STEAL. 3,(GPm 'PCi5,T5 WILL DE 4" O-D. (aALVAU)ZED TUSULAp?_ STFGL- k. ALL- G ATE5 COVaz.E'J W ITH FAl3PJC TO NIATCa.I pE7x t= • SU LTAT3LE FITTtN61S AND LOCV_JIJG-DCVICES Ov7 MALLL=AB.L,.L* i:P-o J . AL.(_. NrATERIAL AL.OM1NUM GAL -YIN I z Ep . A" JOIMT5 V40_c A1110 eRAC P wI4WZEV0z_ NccESS�*Ry. DOUBLE GAUE NOT 70 :CAI—E NEW R 279.5 4 STANDARD MANHOLE RIM AND COVER NOTE' COVER TO BE GRATED OR PERFORATED. 36:s X 244 PLACE FILLER MATERIAL BETWEEN ECCENTRIC CONE COLLAR AND STEM SADDLE OR FAB. TEE DIA'. ' POUR CONCRETE COLLAR ( 5' X 5' X 6") AROUND STEM DETENTION CULVERT (riIGH END) ACCE55 FOR 48" DIAMETER CULVERT NOT TO SCALE —EL.LD OR.C�oW.1EJ? FAST xYz• iv,-5.79 P u"P5/FT: 3�LQG6 Pours 2"1-D. -3•eo5 LBS./FT. •_`�''�_ LIN[ POST 2"I.D•-3.1,5L65/>=1-- FASP„IC SAI,.ID I PLAN VIEW �4' GATE 2f I �x�x� Z o 5 i` NOTES* I,OFFSET W114(.E5 P5_7R)AITrlQG UAr-: To 5NING I-& <F-15-T.FENCE 2.L_iG LLT F(ZAMi�- 1 S/0" O.D. GALVAUIZ..ED TUBULAR STE2=L.. 3.6,ATE POST5 WILL. BE 3' O•D-COAL VALJ1ZED TJOULAP STDL. 4. ALL- CgATE5 CAVfftED W ITH FAC3[ZIC To NV4TCj4 F:"lZk}CE. SU 17A13t : FITTINC,S AND LOCLUIJG DE.YICES OP MALLg-ABL;7- tp-oQ . Al-L NIAT-F_RJAL_ CXC€=Pi 4-UMIr-1UM GAL VIN I Z-1=p . A" J011-IT'5 1,4F_LDF_D AND 6RACED wHII2EVETZ, NECESSARY, PEDESTRIAN GATE NOT TO SCALE 1WUCKL rQ 5ELVA C --� SLEEVE ST1ZEr(�JEJL BAR, v I N PULL POST 24 I.D. - 5.79 L135 /P T. SRA6C Po5T ;TbPRAIL I%¢I.O.-x.Z7Lt3S./F7� RAIL I j'4I,D.-Z.Z7 L&5./FT- II TRU55 RAD I I '� I TWISTED AUP 4 0 —1✓iAF £D 5EL- '? ' v ,h d Vef_z 1r " Gt-WIIJ UtiLK FA3RLG NOTES= I. ALL (.000RETF_ PAST F3,A5E5 5HAL_.5E COKICRE7TE CtASS'C", 12 MIA)- D/AMETE}Z AND 3.' MIW. DEPTH. 2-ALL POSTS 54-144-I •$E IW-E2VALS UTALESS Or-HQZWIsG_: .DIRCCXF_D 8y T14G Ea.lC�t)IF�sZ, 3.-MwSIOft4 WIRJ<S 514ALL BE PLACGV WITUIQ T4E LIMITS OF - F_ Fl; -r FULL ,= p-jC iVEAVE . 4.79el Ju_us. ATJvr- ve-A►t. SPAL_L.. xfOT BE 601,45TRUE.D A5 LtNILT►,VG. 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A jCf:�' k- 651UW67 CI-E, To F-Y, I _,D1 tuqe;;4( ZYal, 0 C, W/ r1.4 L_L_ L4 Kiel 10 W/FULL, Ex. 151 2x4 6G he?)b EXIbj, �CGF j01,tjt> QI�J L I � 61 PP -)OM ey4bT, J06T 0 EAbT� Pf!;L-t Kj-\I'F-6 a,K& 6TU96 (�? / �,\ / I 16T, z "S56e,5 Alof" jclbTb / %. "W v • e�e L-ILJTEL, wl (A) - I<-, j P-Loo rl, F=00') F _6HO UPb EA, PE;.ILA OF- OAI LIQ(q a' <!RA.LL_ �JOT6+1 e //I -4-- tAp (l j-rP7Ic4,,L ATTA,r­di`-1F-KJJ OF= To EV, I �j i ki r-)c) 0 F bj F) Ucj LIFE. E,: C:1 a j Q ICD cl G To UbIALL-, 6V)1&7� - w 4JA,>,L_ P' Zou [0, IIj e7 ezzi � P.1 I .L eA 161. 10 6T l. TMAT _04 7 qw,ee QJP.11, !"44- J 1-4 IA A TV) _'�TF, 4k I Y4 / m 1 1. We W �1�,; 5,6,. 1 1 1bT 11 :7F �j ' 0WI LL :0F0�4 Lb 4� 6flov IJ Ij cf. -P-14) tvl F U L_ E�Alt>T, _j y WA, L, L w1J0d'-b 6EILILJ� L_E�VEA_ � "XEX 161 CEf1460QWAI.,L, kL_V5E"O.r E� C-,, I F HALL C0k3TI0LJEbT). b� e 450,01c. 3/8" "\,jo *4" P-) r 10 v e e*.l i NWNLIL. . IVV� 51PF 4U 10 -( ;? _0 p) P.) 1 j2 C) P�) Tt-f 1b 65 6HT16�;I OA, /,p8eev,0,c,, bo-L 3/4' 4T6i e-1, I til ppII-1 h, 66r,,_1 F LOOP) - 46,F) Eb T+1 h vc r �1 P161 �RMAQ\l EX 1�f, a, I ?_ P.) 00 F jo b1t;l O\/ t PI) 60 P,), C;�o loci C- 6 'IC). C, 4- 1 J. t k-JLL tPeAE,� r �JAJ L. 11,1171, 1 L 1Z-fvj C2, PA tiJ F-L, 1- 96 E_t)_ HAIL VV/ 1od QP 12 " 0. 6, E (0( �bTu L? Vp)eq, W�,LL MEf,)wqE� 6TUP6, Ewtr (Y_luNG� -ro iAEKA41 N A,_T I-- 6 nEQ'PTL. & 10 4f _.�5\ Y, -'-)OLI C) VLY)'6 P-)EQ'9. c &,LL r&rW9 01 Y) OV I V e 54ve 60L�10 i ki bT,,L, LL 3/4,, <6 MOLD j - o t.:1 b I �J EA-bl :!5LA,0 OQ 41nAge, Ex -a y e E C, T I cD k-1 ) ! ��! " ---,y ­­, , - . ­ � ­. . -- . - � -, - .- - ,. " - -, � . � . � .1 � ­ I - ­ . � . - , ­ - - , . I - P , - - - . . � . I - - ., � . I . I , � . - I . -- - - ­ .- - �0- - �- ­ �, , .. 1� - -- � ,�1; ­.' , , .�,,�. . ­:,�: , �,` ,:T � '.% , , 1 1 � . . � . I I I . - � . . . � - . . . . . I I � - , , � , - � lr ", , � , - - , , - - , I., . � . I . - -� � I . , I I � . 11 - � . � 3 - I , J . � ", � � I I � � , I ,� . 11 . . � I � - C , � " . I : , . : ; , I - "I I . I ,�,% � I I . , . , I � , , � i, I I I I . , , . � .., -11 . - - . � 1 I ! ,ij : - I I -1 . , -, i , � � I � . I " - � �,. ; - " I . � I � t , , I . - ; I I . " i - : : I i � .� I , --1 . -i. � . . I ' I I . "; 1; � 1. I i..; 1L �� � I : � - . �i �� . . I � I '.� . WELDING - . . -f -,',! 11 � I i I , , � . , * ?� .1 Materials ;1; � � , I � � � I � -- . . GENEPAL NOTES �I.. ., I ..- . . . '' I . . I. I i . , , . - . . � 1�!. % � i � . : �!, t , ? � . -� I. � f � . I . .- � I shop, ft4wincjs are required on all miscellaneous and structural steel, reinforcing � ;1 � � I � I , I , � I t. � ; I I �� �'i I` �, .. . , - ' . - � �, , , . �; I .. 11 � ;�,� . - , I., . L� � .1. I I - ., B 1. . -lam beams. . I . . - I � ' ' � Is i - , � - " " , " . ,� I � truptutal Steel: Weld in'accordance with "Struct -761- ' '', � . � I � , . Minimm,� � - V . i '"Structural Welding Code" AWS D-1.1 steel, and glu I I I . 3 . ", � I I I - . These General Notes supplement the Specifications. Any discrepancies found among ,:, : �� ; . �, r . � * I , e ; f I , . . I I I ., wn . ,�., . , Slump I I .1 . I 41 I ,I I . � . I � � �, I I � � I � Min' I �fl! -; - -g4---" -, tk;,CQJ�'t�nE - �, . . : I . I I 1�, � I -� . � , �,, , -4 - , * � I " 11 I : . , I . , .. I imu", "c' . I t� .; �, - cel L. . ., ;�- �; i� . '. I Inqhe:E�, I . . . � I 14 I I � i . � �!� - I . - . . the Drawings, Specifications, these'General Notes and the site conditi ' 8hal 1 ' I'll -. � '� , , �1' - I � I � I I . - I � ­ "', ,­ � -P ,­ - . � i . I I ! I 1. .em .,, � ,, ,A , F t , I . "� it, . . � � - 4 . ig, minimum I . Cer i and Contractor per Specifications I - I Qay.5. - :,f- , tification: � All welding shal SuUni t' Shop: Drawings to the Architect, Engineer ons; . � A, I . � �, 1 28 ? ,� '­. � �, � : S�ack/Y4id , � Ma � W � - � I , , , i . , . - . I - " � . .A j be by certif ied welders.. � i � ­ ----7R- I � I I - I i , I i 1 171— , . 1. I .il � , . . �.� I ' � . be reported to the Owner or Architect who shall correct such error or omission I I I-,- �IL 4 - : . . ��, . 1 ­ � '' - -,., " - "� - f i, � I I I -1; . ­` I , I I � .1, - I. �; : � Inoval.'Shop Drawings to have approvalofallpartiesprior to fabrication. I I � . ,,, � � I � , - !'' �, -p I - ,� . ; , - . . � 7j- . ., . . I- w . - � I - f , ­' - � 1� - �, 12 ­ I , , . . . . 7 . ,� I � for app; ­ � - , , " , 5,�;- I writing. Any work done by the Contractor after discovery of such. error shall be- I i - All other Qonq�ete . 300Q , " :' I , 'I., ;., - , I " �1 -,. � 1. . 14 . -Electiodps:` use E60-' - I � I . 11 I - . , 11 � 1. �- �1-4.- I I . � I I 'i ,I - - . I � .. � , �, - - I ,; � I .; 1, I � -; � 5 - � ; � . ! - I , - -- ­ .1 I , I � �� � � t -, . . 1. . '.�,, ". I I � . , � . ". z . - I I . I - en- . � � " ' I . . - � � � � � . � - . �Glv-lam beam Shop Drawings to be submitted with Curren t A.I.T.C. certificate I done at the Contractor's risk. The Contractor shall verify and coordinate dim i I . . 11 - A, . - I , . , , �. I � . - I I Z I I i I .1. I � � I" . � I 1. � *­ �. , I � . '. �' � I-- � f- - . I I '. ,.� . �, � Note-, n r-t "I I � I . - 11 . nc-f.e � � I � I � sions among all drawings r h any work or fabrication. The I I . PlacQ, W " te per ACI-304-a,nd conforin to AQ-I 604',�"(306) � winter' in4.i and- - � . I. . I ­. � -- 1: � .. ,. I ­ CAP,PENTRY �' , I - I . . I ' -6�­ �,,, ' . ­ � . 11 I i I ofwhich shall be at site at all tirres. Shop drawings need also to include I .1 " ' " 4 1 ' ' ` ---- - . - - - ­- ,concte � , - - - ­ I - : � It . . I - - � I -F�- � �, . , .--- -,.!� - - t -j;,�.me! hf"a n i cal 1- - V41 rs ""'with " , - -I---- I I lumber and laV-up of lams us ir ga s -----------Contractor on tractor is- responsible for all- brac--ing-and--��horing-dur�-inc 'cti n. - ­-­ ­­ 0 - (30 � "for Hot " -----'I- � - 6.��'! int�r P­­- jJlg49­- ­­ - J � . ­ ­ ­- � -� - . . � � I v,constru 0 1 '!I ACI -6 '� , -, 5 I ) .. � I . ', , I 7� -1 17'7 , --- -,-.A---::-,.-,--.---:-----..--��.�-- -­ of -----­­­---- . � O� , "' I � I I - - - Q . -­-------­r-­­­ - -,-�---,---�---�----�---------.----�-------------���-,� - ---J -, - ­­­­­ Qd ! . P�� J, I � ­ I I I I w.inkwm ,requenq " � � 5 ,C-­--­-­-­­ I _ ----jj?QDL -- __ __ . - --- : � Do not:,overrv,­i�q,. e,- "" ' ---1 I � !s_ ­7-77---- 1 , -------- ­4 , � ' !� ,yrpe gj-_!­­-­­­­j�q - qRRM '" ` " . ­- ---­t. .---:- 1, 1 , - -70b i t ,­Q 0,��o�,- .. ,a , I I .1 L b ,,oncr ., ihall )e ured morjo- t,y . I I I�PO . i. truQtural). Shall,be Group' 1 or� --cies, C-rD gradb with exterior ; i. . . ) t '.� � , � " ' i , ' �, ­' ' • - : � - � . - - Group 2 sl � � , � - construction - ' In q eq , � - ". � i ' 1�11�� , �-­­'­­�. , ­ ! - , I !' . , i lly be exluv� , , - Q - gold, ��s .� I � �R� . . Confobtting­ S 1-74. -Each piece ` --- - ---��--�__,___.------��--.--,,-��-�--.-�-.--,.-�,��-., , r Standards .. I :1l Q4 A -tWeen...copsti ­ion� anl�,. ui�16A, �8 ". ts., ­ T� t` " t-: all �fresh4, Placed . I , � I '. - . ­ . . , I -- �,::,.Z� , - .�� �, �, glue' . shall bear the grade trademark of,,the ' . - -­­­­­­ ­­­­------ ­—­­­-­­- - ----.--- -- , i , ��, I �, . Jc seven days ;.,,� � � I zvfl�w.,; . P , � � . � I �� � . I .. I � Ve -1 I �� .1 �, j,can ' co.nqretefri�m premat!tire;dr�F, e x q e'ss, i v"e" ; h". 6 t ­'Q o .-teU �r ys " - ;- I . , ., - � 1. t� I t q Idi ature.,,�90 � - 0 � � j. I I - . -- I , " .. 4 1 � ; j 1, ­ I ,!, . :. � . 11; ­ I I 14 1 11 - , ly�46d AssQc*ation. . � " �:. .., � i� - �n I I " A�-, - I ,� ,I , " I All. methods, materials, and %,orlunanship shall confg-rja to the 1982 Uniform Buildi,Rg after P9 in , '' - I : .i, ; �.,­ � . I I �i !. I ... I , , ; � , ; I � �g� - ,• , i.: - � 4' � , - � � � I I I I , � - � I - ' I t', �; �- � 3­'.` -1 I " I . �; �I . . . ! 'I , , I -11 I , I . �11 . , �F' :. I 1� � � . - - f, T, �, -1.1 � - I A I - �� . � . -, � �, ., Code �UBC) as amended by the City of Bremerton. ..- t , ., 1, ­. . � 1, -, .� ", . . � "', 1-1 I I-V � �. . , . 1. I - � 1. . � � . �,, � ,,- ,,, ��,' � �. ,­ - � ' �J-­ ," , : , - ��, 1� - .. '�' � " GlQe7"Lamianted. 11Q.wbets: Conform to U. S. Product Standard PS-56-73 and latest I b , 4 � I ' ' ' - - 11 - I . I � � I I i I ~part" ASTM '�', Portland Cetent, one.,.par � I requirement . R�ck Grout:, lbk , � I '' ' - - �.,J` ;from one ; art- � � tf:��_150 ,I ' I '. - I � Y., � " �t � , � _ , . i f, �11 , , , ypq ., I . , I I � -�er. Qpn,str I � , I.- S OC'Eh6 ican Institute of Tim), " (AITq) - Members ' - ' - I - I -, I . C- on' ` , I , , � Build � 4ual. .. I ,. ''. . I I DESIGN CRITERIA I i ; I firw� sand ASTM � 33j*�'��and e 660!"VO . I,uction � I I � 1-1 part larb . , mix dry �� I ! 1 � ­-Mas oor,re , , I i I shall be combination 24F-V4 Douglas Fir for sjurple spans' (24F-VB Douglas Fir for . , , , � , -ter exp . � I I I I . , . I ,jr: " ,4% L � ! 1: � ­ . I , ' lid - �'Ientjxe ..'space �­'u�dq , ates -and shape . I , � . � �p-, r . . $- �.z ; � I � i as can be worked, and,pack so !t�-:�iffif04 " ­ i�o I I I I - marked, - , , , ­ , . - I � - , ' for' . Exit Slab I . I 1 , Use" cod 636." for,-r�oneXpo� L'�l --woi]�,`!,�;- -, Use,.',, i '171-Y', � ' ' builders s I � � -;1, cantilevered spans) with exterior glue. Archiul Appearance Grade whew . T , I - S�,NA . Us 4�,.�, � . e��vlqw � by:.��ste.t ;Pui r I i L � f .�" � - , - 1. ` , � , , 'expo i 1 ' Uniform Mezzanine Facil- on . � ; 1 , ! , for, '' � � - � . �, � ��L- � - � . � � 1; 1� I 't - exposed W view, Industrial Appearance where not exposed to view. All members, to I ! , . exposed' -,�ork. ­1 . " I � �. I I I - - � . I . . p I � .�, , :� � �­ , ''I I . - � .. - I I I f I . � I .L � i �,,, - � " . � . have stamp. .Camber -as -shown on Drawings and at riiidspan of beam or as noted. - �, I , I � ­� �:. I I . I . .11 I i Loads Roof Office Floor hies Grade I . i I . 'I , � � . I : ��, ­ I I I � � . . � I . 1� I I . -1 . . I . � ' t \ I I % .1 - . ,.,. . I .. . . - I Metal - � ( .. IL . I �' � Camber 1-1/2 x dead load deflection where not indicated in drawings. All cambers I � i I . i . , � & M42'p " 4 . I . -T5— Metal. Reinforcement (Concrete ,a) .- Ulrpinfogciriq'shall confom to , - I 1. � ­ I Live Wad 50 50 100 100 I i,, 11 � . I � I . tQ be to - nearest standard radius. I � . . I - . I . - 4, I � -:1 '' . or , 45 '� la � tail, � -, '�� - , rade. 4 0 , . -1 . I , L -�i�llet'!� Qra'­P-­, L, "LL , ' - ­s , ; - _6B , , � '' '* , � . 1�" Dead Load Actual Actual Actual , Actual Actual I � I I ASUM A-w- . d � b'i ,-kor, u �. and r jrqer.', - De : � :�. 1, L � , - - -1 ­�. ; I .-, 7 . � d .-AC1­31 ,- ,' ame-ters , . I I . , i I . Partition 20 Not i fabricate,*id place, r i­315,anZ �­ - y", , , , ­V� 4-- " ` - , ­ , I I, , . I I pe - � ai, ,,A,?Ikes� shall�b(��-."2 bar dj' 1� ­1 . I f � ­ , , . , - Framing- ZuTiber . , . ­ .- I . . , � .; .� " I:, - . � I . � .1 I � -1 � - " " � 4 la!! L � ­'. .1 - I 0 �� W . � � ' - 1, . . � . I . f i _ I- � - bar diameters,i.� � I Har'llULio�m."�f(jti:ilia,g.oTWy ., 61, ed fabric.' I" I -pia , . Wire : Permitted or 1.181, Rli -�mum,,.(30�' '­� I � ,� � I I .1 � I 11 I ­1 " I.., � "-�­ �i' ..: - , - �� I I � I , . i , , �i " �' ,;',.r- -:�.­ - -1 " . .. , .5 -- ' 1. - ­- ­ ------- .---­----­ -I-.--- --- - - -------- ­ -.----.----��----�..--.--�-�-----,------,--�----------------,��-�--- ­­­1 -i :-shall -co 1 to �.,ASTK-A�2 aAd­-A711� ..1-1a I -:.-� , , - I I , ' ­; - - - - " - I � . -* . . ­ . , i, twP- -,- � -­­­ -- ------ ----,-,4 -4 , ,, � ;ii� --- St�,andardai---Con -to -Cclast, Lumber-- Inspection Bureau 0NULIW-', Western Wood - - -.-- -- �i' - T— F -------, .- , I I -P. A-11 on sides -and 'jtq s, --- -- -- , I I _depth of L . r . 1- � . f orw : ��*d . � , "-, 1. �� , , 11 A - I I I ' � , ­­l ­ ­­ � . � 1. Lateral forces are trarisnLitted by diaphracyn action of roof and floors t9 col- Place at slab ',or as s,hpoin �, - i, �� , , I . � .., � � I I T I ., I ' I . ­ - I . � ­ _, I - � !: . � - � i - I �c � ,7 J , 1 .-. . I I �, . � I . I , , - � . .� ,�� .41 ,� � Products "Association � (WPA) . � Each piece shall bear the WCLIB or MqPA grade trade- 1 1 ectors and through shear walls. Loads are then transferred to -footings by. 1. � - ; 1� d � . : I �� . . I 1. �V, I I ­ 1�"' 'Y , . .1 I I . I I ,!-,- I " `; - i­'� - - I . � - I 1� , . 1. I I I � - I -I-, ,- �, r ,4, � I t j I � . I . I ­ i � ­ . � �, Conforms ' mark. 1� I I - -. shear wall action where ultimate displacement is resisted by passive pressure T !­ Grou t � ; Gtout 'for pouring shall be .:,a- TUdd, c�nsistenc,-Y. . :� t6,Asim c-476 I � I I; � 1, � I I . ..1'4 � I .1 . I ­ . , " . ed by dead load -F--?000 PSI. minimun, in 28 ays. . :;-�: I � � � � �. I , I of earth and sliding friction of earth. overturning is resist I f ; F , & I � I . �A -. - I .. � . , ,I . - I " � � I � 7., � .1 , � Specie,5' and Grade I j ; I fI �, I . I I , ., I .. I 1 7 1 � , � I of structure. No attempt has been made to make this building earthquake proof, i - 1. I . 1. I- . i " - I .1 � � .. : " -�. �� � , - , . I I i I . I I- '. i - I � . 1, 1� I I I � j I I 4 . -1 � . I but it has been stiffened to prevent collapse in the event of current earthquake 11, i, . Grout for Bearing Plates: -Shall b�: --- de,-jr - ' 'I . � I Plates: QM, ojnbii, part ASTM , C-15Q Type I Pcirtland - 1. Bems, and -Headers.. (6- x Ma' I i I ­ . ' , � 1. I , Z , part. . " 1, `- , , , , , I . I � .1 - t'l) "Doug Fir-LarQh" No. 1--F 1. . . -1---,-- d, I � - 1. -park` , ,e 11 � . . or wind forces. . I . . I i, - � �:� ,; , . , � � 1, ii � ' - ; . c6ii�64t 1 1`6 ,p4r-E f - n1e, � san ASTM 6-�S'� and 'one. -part � Blib c1co - Mix dry -as .can be � 7 . I . b7 I . .. � � - � ,,, - " ' . ­ ` ' - I . ii I I I -1 I . . . workedand pack solid � to,`�r�f ill - enti:�:e' spaqq,, undeir, , 1 t , ''' NUKE: Use only under. A, i I . I 1 I , I , , I p. a es`: - I I - .11 : - 1� -- ­ ,��, , '' I . I ; . I .. . entire. I � p. ­ - .. , ,� k, 2.-Joists-and Pqrlins:,(2 x. and 4 x Mat'l) "Doug F#-�harch" No: 1­1500 psi. I 1 2. Wind: Wind forces shall be computed by the following formula. Plates, - d6 not use to fill' ' ,; thru-ri�4q i ,� ,� - I .1 I � I � � �,�-i �( . I I - I � : � I cells. :or 'grout � . I I I I . � I . -, I * I . , 1� - , I , I � . . k , m - , . � , ". �) i ' 11 il � I 1 41 ' I I "Doug Fit -Larch" No. 3, "Hertz -Fir" N . i, 2- 'E' =725 psi. . f . I 3. Blockijig: . . I � ! I . I ;bb �,. ­ '. " staining �i, � Blocking: � I I I I � I . - p=c 1 � . I: Grout for Filled Cells- and, Drilled-�In Rods. Shall . , a '10QP--!s1irink,--,jibn. staining , � ., ,� , � I �- ` � I , I � I , f I . I .. - , '.. �� e q s I grou 1rdh,U1Ufi cqftj�t6ssive; strbngt� I of 2000 - ' 4' '' Grout t�? have. �` � .11 , I - grout,:having hyv-ii�9-5 ,; . � P,91 in- 2 8 .,days:. I 0 . � � � ' oll : � I i � 1 4 " . , � . i 4. For 2 x . � l I I � ' , Vs and x 61 s: I I where Ce=1.2 or 1.3 sure C), T--13 PSF for interpolated 70 MPH wind; k i consistency f6rpouring and shall fill all voids -at (killed -in rod locations, -� �-� I . I 4 ! i! 1 I - - I . I I -:, 1. � - . I . I I � � I � I=1.0 irriportancy factor and c =See Table 23H in 1982 UBC, for description " I' - I . - ­ 1. Exterior Stud Wall:. "Doug Fir -Larch" No. 2 of "Hem4ir" No. 2. : . ­ � .1 I �, ,. . ­ I I 11, I . . I I V I . � 1 � I I � I �- ., It , I of item designed, therefore p9l-5.6 Cq or P-- 16.9 Cq. STRUCTURAL STEEL . I I : W locking, and miscellaneoUs frq,ung: Hem -Fir" t I , � I . I � 11 : '­ � I I . . ` , I . I . . � � � 1. I p. il Standard. 11 ) i I I � 11 - ' � * --y4 ��, - I I N­--- -I..". I .i 1 3. i . �. Seismic:\,Ll- , t Detailing, Fal::lrication and Fwectio-*n.�� Conforr� .t�p the AI.SC "Manual, .of Stee�,-� I I , Constructicin,"�, . I ! � 1. .1 . - i V=ZIKCSW: V=Base shear, Z=.75, I=1.0, K=1.33 for "Box" type structure, i 1 , 8th'Bdition. , I i I ; � � . . . �, 41 - f General Requiremnts:, Provide miniuun nalling per 1982/UBC Table 25-Q or more I . � . I - I C=.12, S--1.5, CS--.14, Wdead load of portion of building under considration. I " 1, I . I I � I I ­ I � . � � C- L5 other s F— � I I i Steel � . ;. '% I the wise shown. Use pressure treated material indicated indrawings. � I I . � . I I I Steel Shapes "and Plates: I tes-: �\STM A,�- 3 6 i, (f - - , . . � � � I I .; I � i . I � ,Treat ,all, wood (not indicated in drawings) that is in 1' act with concrete or � I . � _ Y­-J,� Xsi) �,� 1. . q911t I .1 . I 1, -- � " I - I . . � � , ­ " . 1, I IV . Soil Bearing Pressure: 3000 PSF (Assumed) � . j I I . . .. . 11 I I -, 1 t I I � .masonry with 3 brush coats of W(Jodlife or approved equa,,. Provide cut washers - . I . . � � 7 .. ­ I ­� I ` ' I . J� -: � ' I 1. ! Steel Structural Tubifig: ASTM A-500 (fy--46 ksi) �­ , ` . � �, �. '.." I �.' where bolt heads, nuts and lag screw heads bear on wood I - � � . P -excavated shall i ! I . . � I . . .�'. I I . � . ` � - . I � � �. I . . I I � - I . � . . . . I � - - - i � � "�- All footings shall bear on firm, undisturbed earth. Areas over � I I � I . !,4-" I . ' I I I I - � 11 :° . I � I . I , 1 1 1 . be backf illed with lean concrete (f I 'c-2000 PSI). Contractor shall exercise extreme � f. Machine Bolts (M.B.) and ,Rnqhor Bolts (A, B. Y: AMM A-307 ft, I . - I Carpen�a Hardware: i ; 11 . 1. I I.- . � � � . care during excavation to avoid damage to buried lines, tanks, and other concealed items. � � ! . ., . . 01 - i ,, I 1� . " - i I . �, , . I I . . . . P,�: . � � f I ; I ­ I ­ � I . k� 1, P I or apjp oved . � I Upon discovery, do not proceed with work until receiving n I i Drilled-In,Anchors: arabcilti'�by;-:Q$M' Inc'-, lts-ASUM A-30. Provide cut washers under head and'bb t when bearincj on woad. ':.: . - I I . �,� Molly Fastener'Division, i ` Bo � , � , . I - I .1 7" . ) I � . - competentArchitect. A the Owner shall inspect all footing excava- I equal.' Emb.-ed bolt into concrete masonry 7,- 4ia-aL­ter,- minimum, except as s - . I - � Nails -Common. unless otherwise specified, Ame-rica4i or �.hadian Manufacture only. , , 1 ' .. . I 11 � . - , � . � liowiZl� �' _,o .. . � � , placementLions for suitability of bearing surfaces prior to o Pro- i � I .1 . �- ! , � ,,- - "' �� . - . . ,4, �. Framing and Anchor Connectors --shall have ICBO approv manufactured by i " 11 I � . I I I , . I -8,,LL­MFAD (Fy--36 ksi) of diameter '!11, i - . vide drainage around all work to avoid water softened footings. i. Drilled -In -13u4diag R6,chs: , ,9hall:be,,' Simpson Company, San Leandro, CA; P.H. Bamiun Q�impaj�4­',, Inc. , Seattle, WA; or ! . . I � � f I j I " .. I - ! I i i , - `� � . . and length ;as Hayes far - - approved equal. . � ­ appro I I � e indicated in drawings.' Sb',$� uct ­ . � - . � Q . r , ural . Plans for lQcatiocis-- ; I - �;' � - Concrete: I . '.1 . , Concrete: Shall be made with Portland Cement� o-f,'.w -, unless otherwise noted-;. yver-size , Hardware exposed to weather or view and in'wheateddot-tion of building"orI coarse and fine - ; ! thru-�-rods shall be 2" diameter by' width -allj e ho4" : . I � � � I � I `width I - I . I � . I ., noted`. .1 L-;"-" . � � � � . . � I aggregate ASTM C-33, water clean and potable, and shall be ready -mixed per ASTM ! ' - I � , I - . I It : shall be free,of'qr9ut and s: i'zed as noted 'in' .draw',gs. :, � � � : I 'structure shall be galvanized. � - .- ­ I 4n -, � i . : I , . I � � -1 I -� I I I . .� C-94 unless otherwise approved. Add to all.exterior concrete an"a . � .. - - I .1 . . I " , �­ I 7 � il I . . ' � I I ; . . . , -� i � .1 If J I I - agent to attain 5% to 7% entrained air, by volume, conforming to Amvi C-260. I ! Finish, Sh6p�'paint after fabrication an approved primear (see-�s). I , �. . I SHOP DRAWINGS . � , I - , . I I �', �1 embedded in any concrete.." : I . ' � ' . � I ' . I 1, . . �. . I I . No aluminum (conduit, miscellaneous m � ) Z� A5lvariize after.fabrication,all mi$qollan us'st,0el'expc,s0 to weathejc or view. � � it ', I C; , .1 I I I , I - I � � � - � . . I I I . . . .� I I � � ! I I I - I I � I I t � * , I - - . I " ,� ,., J � I A �fi' � .� � " I I I I �i , �. I �. . . � 4 � . . ­� *1 - I I . . � " I � : i . I T , � - . , . . . I I . �! I � I . I I 1, - , � I .. � .1 ,.�/ i - . . I . . . � 11 . . - -� i I I I k� It . I I i� " I . i ; 1 P 1 � - .- . . -, . -i. 1 - - ­ - - --- -- - ­­----- - --- --- --- ---­---- -.-------- - - ­ ­­ ­­ - ---- , - - - . ­ - ­ - - - - --- --- ------ -- - - - - - -- -- ­- ­­1­­­.­1­ I ­ � . 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I ko Z , ,�f U vev, � (I �, 5, � wk�j I ca 0,6� ----__-I i HINO �,, I ITA - I 0- a - I / Z� ,,, L . , �-!� - .L., P'.�V 74"Urrt. ap, . . I&----- C) Wh,- I ^� W, I T'� .:.IOC..' (11 " , 411 - I , i ."Il, Ole., � . I ip le I TE J�TV Y � �169 _rZA'Arav PL-b-TM 41 - I . !1. ICE P.6- ewtq L'T es, 95XISir, ,��L.A-ff.l / ow G414-pe 11 r-\ i . - * . i , . - — 1 � I I -- . -- I dory -. Sir , rr le) H iVL',/- ro. \,�- 061, Pvd. V46,L.� aj Ttofz, or- r-r,?i�i4,&L-L, + r-TC2 1­­ -WqaZV- AT I 1;?V0fV,1�.,-r,5,- . 4- t 4 HEAT PUMP SCI-IEDULE 5`(M5OL SECIFIE D MAHUFA(TUREP ANO MODEL NUMOER AREA SERVEO k0MIWAL rom5 COOLING C4PACITY NtEArING ACIT'r CoMFRF_5S0R I NIDDOR FL\ OUTDOOR AN RPS I ~STAN C.E IN BrALLE0 HEAT_ RC-.MAr,KS MANUFACTURER _ __-_-_-__-_----------_--_--____ M T3H EER M BH C-01-F R LA LRA VoLT'S PH __._� C FM 5, P. MIN.o.A N P H P 1-cW.. VOLT' PH tn. sra6 AND MODEL NUMr E� _ CARRIER-51t�lGLE PACKAGE MOVi� 50 PQ 00B _ 5. E, CORNER Or-FICE� 8 a7 7.6 aO 2 13.3 �A 80 EA, 2©8/, 27c�U 0.8 � Z7C�T (/2 3 -- /4 _---.. I5.� 2c S/ 2 _ P A E� IoWfOSP 50 HP-2 CAIRR1ER•51WGLePACKAGEU t i10DFL 50 R k 008 MEZ'Z,FLOOR a 87 7. G Z 13,31 80 (EA, 20a/3 2700 0a611 2.70 11/2. ��- 15.8 2 /� 2 PHASE HP -.8 � CtODEL - E5�lGLE PACk6 MODEL 5O c�M OO,� BASIr M15N T G 0 7. G 3� t 2.1 22- - I 13G - 202> j3 .�. 2000 0,,S 20O � 1 �2 ,9.3 208/3 A - f COOLING CAPACITY 15 ART RATING @,. 60OF .D•B.�G>70 VV. B. INDOOR COIL CNTERINQ-) AIR TEI`APr=-RATUPe AND 960'F 0,UTDO0R COIL 5NTE5RII-ICE' AIR Te P-RATU��.. t HEArING CAPACITY I AFC,"?" LO- TEMPERATURE PArING (5 70OF D.B, INDOOR COIL E'NTF_RI1`4G AIR rEMPeRATURS A(�icJ I!c`f',�15.� ISOr- W.B. OU-rOOOR aWTERING AIR T'E.MRSRATURE, It PHA$t1) ALT•SID PHA5E-TL- : HP-4_)HIP-&jH P-7, HP-8 ,HP-9 IS IDENTICAL UNL, UHI IT SIZE To HP -?a �HC'� 5 (3Q�o GEM)Is IDEr4TICANIr SIZE" TO HP-2_ ND. 1 HP-10 C3000 CC=M) IS IDENTICAL TO HP- 1. FAN SCHEDULE SPECIFIES MAWUF. W14-EtL ELEcTRtC'AL �7T®S INSTaL�.EJ M�fI FACT",.;. SYOZOL ANO tvI®De:L. N4. TYP5 AREA 5SR14ED CPN`1 S. P. RPM T�I,�a• HP INT`81ZL Oct STARTS 1B.`f IREMAQk5 °IUD"ivloi N O, 5 C - ;��- SO it..irolG XHAUs T O ILET � 20 120 . 0.1E7 -- — %5 1 1 S/4 - LIGHT - SKY CAM jc>'E.'L S'' _ SIN lrGl-I GXHAu r TOILET 0 29 12.0 -�--�---- 0s1E __.. -- -- �� EF-2 PACE DD N Cis �C � I� 150 1 15/1� SwII TCH FAN 4�-3 Sk.Y CAP M066L, EF-.3 PACE lu Cali EL IJO. U- I► F F C_ TOILE-r +�5/7 900 0,Z� 5G5' � ' 11 1/' !14 1 1 Si1 BSLT DP,1VEN EF - � PACE C F - 85 NCB, 5CF'-85A FG -TOILET- 133 13r- % 1 1 40 0,-5-1 I 1 19 > 8. 5 " % 115 / 1 HV-1 O p, V EW HP-3 NIFCh-IAKI IAA .a• Symbol Description Vent _ Cold Water Hot Water Hot Water C.i rcul ati ng 5 S Sanitary Sewer GS Glycol Supply C R Glycol Return 2L Rai nl eader I I V,4, VT P. �--1-I---r I I I/2'1 CW `14 /4u H W HALL 14 -3/4' HWC 0 ; TO �— C_F-- P 4 i I/21�V 2"Vrr T TID F_I 10 V. 1 ;ilT P 411 G �/4" HW V9" HI.1c, FL.C)C� �. F�I..A�h►I CIO Imbol Description 20 j12 Duct (1st figure,side shown ) Lined Duct (size for net free area) Rise (R) or Drop (D) R in direction of arrow V �1 Duct Section (supply) (� Duct Section J (exhaust or return) --��Manual damper I Fire damper Turning vanes M1 i s jis r_p Ceiling Diffuser, r� WA TO P- 5 ; I �CArFEP 2" W 4" W (�xl5r vEr ll°Y slza F 2" W I u I.1 7b " I Q Art - I \° CAPPEC) 02' W /dt, :1'-d► C/\UT ION: >~ LOOR HEATING COILS IN TH I� AREA. A z "c z A a A 0 0 A D v i n N 0 m V of Description t-r11 or Register 5I7-rl,A13 5 K, Top or Bottom supply CF H Grille (or Register) G1ZF-, A?,5R. Top or Bottom Return C>"M Grille (or Register) QThermostat, 15-/15 Transfer Duct with Grille M It AR WORK ON �SEMENT FLOOR ITRY DIRE-r-i'LY `LOW . t 6erIT1astaa 5. Lar�te control 1.ines i,n ftoor or o:ttside wall} yerifq. If: n- Floor, conceal np;L! iine� from o�t-5 de, ulall to connection points. . Control tubing-- exposed; Connect supply :froth gxlsting removed tttermosfats PLUME3ING FIXTURE 5C.H . UL 5rMI30L DE5CR IPTIONI GOhlNEC�'IOt�l�, REIvIA.� VV. V. GW HW P- I WATER CLOSET 4 _r 2 EXISTI -- ROQ 202 N,OTE 1IS P-2 URINAL -2-- P �', LAVATO ICY 2 ` 1 V-2 %2 2_ P- + S H O W E R 2 I %2 I %z' ; /2 P `:G WATER COOLER I %2. " 11/2 %2 ` " V2 %2, coM PPE SsOt\ I\J0TI ,P- r SHOWER 2 1'/2 F'-€> DRII",II<ING FoulNTAiI, ECIST EXi'STj �Ex15r sit; plg: '" and .connecT control side to e::1stin'9 Ain2s to floor coil control' NOT E RE_U5E 1.X15T1►�lC� f"L.U:,I-i VALVE, valves,,. control bofl-t 'valves from same <- 2 R1=-LOCATE" SHOV\JErR4 FITTINGS FROM MtWS R2TRH.'7, 3 �XtST, WALL.MOONTED I RIN1<ING FOUNTAINS SMALLI3 ( Ex is ing' control box for flo5- or' EMOVD FROM THEWAl..L AND RAISED TO PL�C7ViDE Q f� �lf'✓i creating coils. HEIGHT OF 4-0 Relocate, exi--f 9 thermostat to j new location to control -zoned 4 u 5. =ontrol.val� s°located in boiler °rctbm. Reroute cQnt-,rod.,. ;#ukring as reWi'red.. Patch surfaces di5t.`urbed to locate' and rWte cunt; of tubin,g._ S RQCtte- ,nlew down si?o!i# Connect -`to relcir-ated roof dr"a f n. xisting.` drain in craw C:orinec� to °el sPaoe {. w below. Connect to, cis#.ing water lines wi thin plumbi ng ' , Ch-_1 e 1/2" _ HW and CW Ines to serve nbw P- iixturos and I"- CW lines to =.erva .new P--%' fixtt_tres. AIR TE R M_I r--,]AL. SCHEDULE SYMr"3C�L MANUFACTURER AND MODEL, NUM�F REM/ Rt�S TSR TUTTLE/BA I1_1 Y� M0-N0,A.50 _RJ7TLE/ 5A►L.EY,MO, KID. A 170 DOUBLE 0G FL.E,C-n0tQ -FER TR R YU i TLE/aAILEY) MO.ND. A,1?0 CER P' TUTTLE/SAILEY, M0,W0. A 1-70 CD-,6 TUTTLe/T�AkL MO.Mo. AV P C)r MALL r P^6 V 11 CG�Ni"�r'at . vr►1�1�.t�� f I~�I,�JCA"f"ECi 'Ti4E�N1C?�7!�`t" NEi,,I CON-riiZOL TU �i t�►C-1 p Ex1ST, 'iHEQMMT{aT CONIPeUNICP r-r- n OM5N 14 HAL LI I EXIST. � �( t, H WC 1 2 F ATH I I/2't V. 2" �r 12 R� P 1 P-7 GW u n un EX I ST. C UV I►/Z��CW -- 2"HW i/2 " H C.W TO HOSE NEW CAPS -- I BI BB (EX15T.) BATH 25 FLOOR PLAN -PLUM INC- SCALS ; /4" = P- 0 " Ii , q-"u-- I. 2 UPTO P-7 4 v E 1 - ►! EXIST, 4" W. 12" UP TO 4 " w c o I BATH 25 FOUNDATION! PLAN- F LB SCALE /=I- ""= I' _0_ . CAUTION-' FLOOR HEATING C01 IN THIS AREA U R E LO CAT ED 7 H E R N/I CI STAT" TO -ONTROL FLOOR HEATI I`,I G 0DILS IN THIS C0R4F_R OF BUILDINIG. CON WE Cr TO-CONTROLVALVE IN aOILER ROOrvI. i C-,P tN RAL NOTE .. ALL WORK SHOWN TH15 `,.�° I-IE.E-[' 'SHALL IBA I !�? __ _.�__.-------.- A5 PHASG 1 WORD EXCEPT BLEAT PUMP eQUIPMBNT LISTED AS PHASE ZL.. _ z t a c a' c A / A a , A D 0 n ' a t m NOTES: 1. REMOVE EXISTING HEATING & VENTILATING UNIT AND ASSOCIATED DUCTWORK, GRILLES, REGISTERS AND PIPING DESIGNATED BY CROSS HATCHED LINES. CAP HEATING WATER SUPPLY AND RETURN LINES AT HEADERS. RELOCATE HEATING & VENTILATING UNIT INTO CRAWL SPACE TO SERVE M€ETING ROOM B-9. UNDER ALTERNATE BID NO.1, DELETE THIS WORK AND ONLY COMPLETE DEMOLITION AS NECESSARY TO PROVIDE ACCESS FOR NEW STAIRWAY. 2. CAP INSIDE OF LOUVER OPENING WITH INSULATION LINED SHEET METAL, V THICK LINING. UNDER ALTERNATE BID NO.11DELETE THIS WORK. 3. REMOVE ABANDONED DUCTWORK IN NEW STAIRWAY. REMOVE HEATING WATER _LINES AND OFFSET WITH NEW LINES TO PROVIDE CLEAR PASSAGE FOR NEW STAIRWAY. .CAP"REMAINING DUCT OPENINGS. 4. REMOVE EXISTING RADIATOR'TO PERMIT CONSTRUCTION OF NEW STAIRWAY AND REINSTALL. MODIFY PIPE DROPS TO ACCOMMODATE NEW STAIRWAY. 5. DISCONNECT ABANDONED DUCT FROM RISER & CAP OPENING INTO RISER AND END OF ABANDONED DUCT. 6. REMOVE EXISTING DRINKING FOUNTAINS, WATER CLOSETS, AND WASH FOUNTAINS AND ASSOCIATED PIPING. CAP WASTE, VENT & WATER LINES WITHIN WALL, FLOOR AND CEILING. 7. REMOVE EXISTING HOT & COLD ',DATER LINES RUNNING THROUGH NEW STAIRWAY. CAP AT LOCATIONS SHOWN. 8. REMOVE EXISTING EXHAUST FAN, DUCTWORK, GRILLES AND ACCESSORIES. 9. REMOVE EXISTING THERMOSTAT AND RELOCATE TO LOCATION SHOWN ON SHEET M-1. 10. REMOVE EXISTING SINK, LAVATORY, WATER CLOSETS AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN WALL, FLOOR AND CEILING. 11. REMOVE EXISTING LAVATORY AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN WALL. 12. REMOVE EXISTING WATER CLOSET, LAVATORIES, AND ASSOCIATED PIPING. CAP WATER AND VENT LINES IN CEILING. RETAIN LINE TO OUTSIDE HOSE BIBB. CAP WASTE LINES WITHIN FLOOR. 13. A PORTION OF THE RADIANT HEATING WALL PANEL IN THIS ROOM WILL BE REMOVED/DISTURBED BY 'HALL DEMOLITION. LOCATE SUPPLY AND RETURN TO WALL PANEL AND CAP WITHIN FLOOR. TAKE CARE NOT TO DAMAGE FLOOR COILS IN THIS AREA WHICH Witt REMAIN. 14. REMOVE SINKS, LAVATORIES AND WATER CLOSET AND ASSOCIATED PIPING. CAP WATER AND VENT LINES IN CEILING. 'CAP WASTE LINES 1N FLOOR. 15. REMOVE.EXISTING-:FLOOR MOUNT WATER CLOSETS. RETAIN EXISTING FLUSH VAI,YES FOR USE WITH NEW WATER CLOSETS.: 16..REMOVE EXISTING WATER. CLOSETS AND FLUSH VALVES. CAP WATER LINES IN PLUMBING CHASE AND CAP WASTE LINES IN FLOOR. RE-!JSI-= FLUSH VALVES IN 17. REMOVE URINAL AND FLUSH PIPING. CAP WATER LINE IN PLUMBING CHASE. RAISE FLOOR DRAIN TO NEW FINISH FLOOR ELEVATION, R€TAINING DRAIN AS LOW POINT FOR WASHDOWN OF THE FLOOR. 18. REMOVE EXISTING TROUGH LAVATORIES AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN CHASE. 19. REMOVE EXISTING DRINKING FOUNTAIN. CAP WATER AND VENT LINE IN CEILING. CAP WASTE LINE IN FLOOR. 20. REMOVE EXISTING SINK AND ALL ASSOCIATED PIPING TO A POINT THAT REMAINING LINES ARE CAPPED WITHIN THE WALLS, FLOOR OR CEILING. 21. REMOVE EXISTING EXHAUST DUCT IN WALL AND ASSOCIATED WEATHER HOOD ON ROOF. PATCH ROOF OPENING AND ADD NEW ROOFING. 22. REMOVE EXISTING RADIATOR AND ASSOCIATED PIPING AND VALVES. CAP LINES IN FLOOR. 23. REMOVE EXISTING DRINKING FOUNTAIN AND REINSTALL AT A NEW RIM HEIGHT OF 40 INCHES. F ` 24. REMOVE EXISTING AIR VENT IN WALL. CAP LINE IN FLOOR. 25. REMOVE EXISTING THERMOSTAT AND CONTROL TUBING TO A POINT THAT LINES TO EXISTING RADIATOR VALVES WILL BE CONCEALED IN REMAINING CONSTRUCTION. RETAIN LINES TO RADIATOR VALVES FOR CONNECTION TO ALTERNATE THERMOSTAT. 26. RETAIN EXISTING THERMOSTAT TO CONTR9 ,4 RADIATORS ON 'WEST END OF 'NEW OFFICE 0 SEE SHEET M-1. P 27. RETAIN EXISTING THERMOSTAT TO CONTROL 4 RADIATORS ON EAST END OF NEW OFFICE 8. SEE SHEET M-I. 28. REMOVE EXISTING THERMOSTAT -AND CONTROC-TUBING. RELOCATE TO NEW LOCATION.SHCWN ON SHEET M-1. 29. RETAIN .WASTE, VENT- AND COLD WATER IN WALK, TO SERVE NEW WATER COPIER. ` �.�,� 1. � I���' � ► � . p" . N�7 i2,.�i't'I CAUTION % C�U�P-JN& PII?!NG-i Wi-rl4Ik THE✓ REMQVE 'BRED: -AKe: ` P-E6AU'iI0? J W:C r `icy CU°T e59_EAK- n SHOW Er TO Ll W e,5 o r.E%fJF_ - ALL E50 EA FAI L t . > . 5A Tl (�5) FIEOM C7 1u1, ?Ll�fi IC%P) C-P. 119 l�lEl.5ANO� �►�'�A. eCc�t�I/�Vrq\`ii�h�1 rl�0�1� G�QI :EIZE-�'�/�M 4 ' fI +IP•1 �� REMOVE EXHAUST FAN, C R O S5 HATCHED �---- DUCT WORD A550CIAT GR►LLESJ HANGERS r- . ACCE 650R1 ES. I2 , IN I L! EEO CC. �lt it 4 _ y,, (SOS E 513 ro D71 IIR. f's t" � F EF�A� 12" MESH. 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I �I h�Jl,,,� 1-�l i'f t-}� GIi,,,1_IIIMP I; A99N6 AQp IJ4e e f2�e ►i e�_s o I 111Re4::>/ IN 7HE: E�4ksn w4A j"�'� _ : �"'r�'.�T'G��' . �-�i'��.., (�,�t1 t'�"T �lr.►� 1�=-,, � M�iJ l.c`i�.� h lc;,. rrt i My4crc.H -rH �--_ V I , ' I-' IS !-10Ju J7tED , �? �I� I.�IG��j'`I Nb�l " �l�i[i`�� ��-(�4�.:.�... � I h�J'i,�J..I.��� ,�"'.I'` �.���`�'!►� Era -Td N5�I-4 ,5UPrAGa I- IVIJ lT55►; �.�rCHE-S. Cif Ids UP "64,U t 5 t) _5P •TIOK.J,:� f�2( -INIi'IUI�I of 'HAS .ld e,_a 'PHASEN'I�J , � I f' l b I 'I r , ,i ` 1 f .. �►��.��� >�'Jt �"�� �� „�, I�..1�T� ll.►�d.l ��`">1,.,1 T�'_��T t E:Xls-r1 ,1 YiH ,0 SYMBOL DESCRIPTION FLUORESCENT LIGHTING FIXTURE -CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT LIGHTING FIXTUREffL., E5 l.Ar''JFP FLUORESCENT STRIP LIGHT. CEILING MOUND INCANDESCENT FIXTURE, F0 INDICATES WALL MOUNT. ® H141H F'g.ES, 60PIUH LIGHTING FIXTURE, ® INDICATES "ON ALL NIGHT", FO INDICATES WALL MOUNT, INDICATES POLE MOUNT. Q CEILING MOUNT EXIT LIGHT, -} E INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. SWITCH - TOGGLE 1 POLE, 2 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL Y ? LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER,COMMON PLATE.NJUIY15EPZ. iN F=90NT I•li'f �416-L>:7`fEE, ily I iE THEE `�t'rTi �1=- �kJi� fE �F NjE It"FE Ar 7RAK` LGZA-fVO 4, IE. ' Co $ax DISCONNECT SWITCH, 01 INDICATES FUSED DISCONNECT, IPICATES GYueile Trlg4-/w S5wlTGH, ® MAGNETIC STARTER, ® INDICATES COMBINATION MAGNETIC STARTER. t J DUPLEX RECEPTACLE 1 1VV ,WA ABOVE COUNTER DUPLEX RECEPTACLE, 42" l � 1244V� 20,4 , PUPU X G�F'1` 1.-E�D� I (.�oitw►� �1` I.1N�� �oY ak\ . hlliZF�E.. MOUF�I"iE C� �'AG�.I•JA`(- T�'P� �`.� i f�lD1G4'T'� t� oi`.1 �PJ�I w� , CODE SIZE JUNCTION BOX. -e-, INDICATES FLEX TO FIXTURE OR EQUIPMENT, i MOTOR - HORSEPOWER INDICATED ON DRAWINGS. I •®� i,3 P'-I'3 A-1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND ►i LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1-1 INDICATES '7Q FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF #12 CONDUCTORS UNLESS OTHERWISE NOTED, I NO MARKS INDICATE 2 #12 CONDUCTORS. INDICATORS GROUND CONDUCTOR, i -,. ►2P1..OIy G1' GHG4/Ce�� %"' _ i✓IX7U , Lll_ " law , 59N.16H GIF�LU►T ' CONC:LJFT i21:Q111p..p1P 10 5E. ip'.E.U5EP 1 T eoI.JI�dE;�"i1G7F.1 P�/II�� P��. I�'IANUF�T��E�Is �J✓QL11E��''f�I�J� r -�-T7.5—•=•r T�L��'HQI�IE `�'�.i�i~'flt•:o,l�,l..., i� , FIR ALARM GLiSS STATION. LA ill ' NEf OiETR.rt \ EC�2�:�IPMC-0• i �Y}I EC�AWICAL, WIREQ BY ELECTRICAL CONTRACTOR. � �► HrATIH UiNIf BY ELECTRICAL CONTRACTOR. } 1 I3A iELb141%R0' Eli EL 'rRi L Qi liz UrIOP� 2 M NT. TIZA FOR1R AIR: L cA,r I64I�15, Ct l',IrA jf Uf4DEl ,vjc C* UNDER"GR0UPdQ, CtPi',I - IT II',I,.FIALLS OR E EXI�LoslCAI pi oolt. 4 Y10 W aTHERA00 Ev ELECTRIC; L CONTIAcro? . _ r 4me MEC:HAIII fit AL,dCC0iiTRi T0R, i G GENJWAL C O*TRAC-r , C d COJWDUIT OAIL`(j ��" � ci'I;•_�lr1r,,�C� ��,,,�1-,,; i I�„j,�'� x �.i':,I � �``� � � ,� �i LI -, r G SCHEDUL., E:Xls-r1 ,1 YiH ,0 SYMBOL DESCRIPTION FLUORESCENT LIGHTING FIXTURE -CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT LIGHTING FIXTUREffL., E5 l.Ar''JFP FLUORESCENT STRIP LIGHT. CEILING MOUND INCANDESCENT FIXTURE, F0 INDICATES WALL MOUNT. ® H141H F'g.ES, 60PIUH LIGHTING FIXTURE, ® INDICATES "ON ALL NIGHT", FO INDICATES WALL MOUNT, INDICATES POLE MOUNT. Q CEILING MOUNT EXIT LIGHT, -} E INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. SWITCH - TOGGLE 1 POLE, 2 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL Y ? LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER,COMMON PLATE.NJUIY15EPZ. iN F=90NT I•li'f �416-L>:7`fEE, ily I iE THEE `�t'rTi �1=- �kJi� fE �F NjE It"FE Ar 7RAK` LGZA-fVO 4, IE. ' Co $ax DISCONNECT SWITCH, 01 INDICATES FUSED DISCONNECT, IPICATES GYueile Trlg4-/w S5wlTGH, ® MAGNETIC STARTER, ® INDICATES COMBINATION MAGNETIC STARTER. t J DUPLEX RECEPTACLE 1 1VV ,WA ABOVE COUNTER DUPLEX RECEPTACLE, 42" l � 1244V� 20,4 , PUPU X G�F'1` 1.-E�D� I (.�oitw►� �1` I.1N�� �oY ak\ . hlliZF�E.. MOUF�I"iE C� �'AG�.I•JA`(- T�'P� �`.� i f�lD1G4'T'� t� oi`.1 �PJ�I w� , CODE SIZE JUNCTION BOX. -e-, INDICATES FLEX TO FIXTURE OR EQUIPMENT, i MOTOR - HORSEPOWER INDICATED ON DRAWINGS. I •®� i,3 P'-I'3 A-1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND ►i LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1-1 INDICATES '7Q FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF #12 CONDUCTORS UNLESS OTHERWISE NOTED, I NO MARKS INDICATE 2 #12 CONDUCTORS. INDICATORS GROUND CONDUCTOR, i -,. ►2P1..OIy G1' GHG4/Ce�� %"' _ i✓IX7U , Lll_ " law , 59N.16H GIF�LU►T ' CONC:LJFT i21:Q111p..p1P 10 5E. ip'.E.U5EP 1 T eoI.JI�dE;�"i1G7F.1 P�/II�� P��. I�'IANUF�T��E�Is �J✓QL11E��''f�I�J� r -�-T7.5—•=•r T�L��'HQI�IE `�'�.i�i~'flt•:o,l�,l..., i� , FIR ALARM GLiSS STATION. LA ill ' NEf OiETR.rt \ EC�2�:�IPMC-0• i �Y}I EC�AWICAL, WIREQ BY ELECTRICAL CONTRACTOR. � �► HrATIH UiNIf BY ELECTRICAL CONTRACTOR. } 1 I3A iELb141%R0' Eli EL 'rRi L Qi liz UrIOP� 2 M NT. TIZA FOR1R AIR: L cA,r I64I�15, Ct l',IrA jf Uf4DEl ,vjc C* UNDER"GR0UPdQ, CtPi',I - IT II',I,.FIALLS OR E EXI�LoslCAI pi oolt. 4 Y10 W aTHERA00 Ev ELECTRIC; L CONTIAcro? . _ r 4me MEC:HAIII fit AL,dCC0iiTRi T0R, i G GENJWAL C O*TRAC-r , C d COJWDUIT OAIL`(j ��" � ci'I;•_�lr1r,,�C� ��,,,�1-,,; i I�„j,�'� x �.i':,I � �``� � � ,� �i LI -, r G SCHEDUL., . 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M,f 1, P��Y� I6UT1 ON 3 1, Nl� ' i I PA178 � tN I�NEp �t,00 l2 _ 7 I' 40 40 pAW I. 14 M E-T EJZ AT i4E0U112W , H6i6H-r ABoVE 6p-4oF:' MAIN FL00 POW • Pik -Q- o 17• r I(v 1�1 I MOV9 1146 OUTW TO r . I 17 t� 66M MoN �YN VlA l.I A 3� _,:.: 't yl•loWrl API? GPI �G6P , 1 1�1 II! '� iiJ 1►" � - f +� - � I_"! tr � ,�}(( --- -- I�+Y!k t L4� ' ` c-�- „ 30 O N "0 � I I lMslc� ' HAS ` i P IAA . A � L�` � �. �► A-Te �I � � 1 m 4 t I Noma— PANEL A 4 W) R E VOLTS �A• 5 P 9; M A .,P •0 nt� 1- 0"A WIRE VQ L T S A MP �-­MA� IN Cu %6 MU"( FLW�14 M-b Ut"4'' -T 00�/.8 IN -R I L 0 1 t.i c; (v 0 m E,E D 4, 4 R 00 M I L P G TO D.' N b FEED - '0 • OIROCJ ;CIRCUIT -ORY L161-4-76 A k1 .2, O-, V i�V A 1X O TRI A,M 26/ 1 2,5 ko #8 16 1.0 1.4 4 16114 1.0 L 14-1 H IT m # Al 2 pp_IHKIh�b Fvuw TIN I N '0.2 P H N. Q P 4 J 1/4 KP7 -rim L.L, 0' 0. & (01 0.1 10# L.rzT GANaPY 'RI AMP KV -A' fJ- -,CIRCUI'T VREQ,.TORY1 L i 1.0 1,0 -At 4 7071A. q 0 -T .9, L1614, '0 JA 4 4 6 PA 0. T A B MAX AMPS S-SHUNT TRIP', G-GROUND FAULT A B 0 KVA' MAX AMR,$, S--!�'H,UNT B1 'G-'GAOUND FAULT S LOAD 8,14cit-N417 REM REMARSCONNECTED LOAD IOP 12A67 11.45 3 41 A R !< s CONNECTED 12.M- 9,174 YI-L16H110 H070K 6L DEMAND LOAD DEMAND LOAD Y. F90VIVe "w 64vele. CIRCUIT .I?,ItEO'TDR`t':V 116 7r. KVA TRi P AMP I 1z 7 4, L 10.1, j 4 pump., I/Z. H P,Y�, (�-1 !/4 111_W'6` Pv PHP, Olt j 127 6 RA R, e" 10/1 -_R I AMP K Vk "'CIRCUIT DIRECTORY IJ # m 4 M7 4 04) ME I IS M4- Li 6 H-r 4, P-M :0 M 4 0. 40 ?_ V, t P T*pI. E - P M 4 � I aus wm 9- 1/3 H p 0.5 ('0 tq T, rz" 0 1-147 0 5 60 KI TIZo L 6 L 0 Y aw e;kHAUe2T' P,&J 1/4 H P 20/1 S P A 12 15A 1115 VEKIT F:AM 3/4 H P 13AC CIRCUIT DIRECTORY- K V.A T RIP AMP '_,HEAT PUMP H p- 11, 08, 70 WOP-1H WE�'r 4ORWEP, He�T WING "HW PjM 1~I.P- 161, Ob 70 ,wop__TH�Ab_f 0 w MST P�Mp HP- 11 0S -to 6, e, NT 9 F- y,WexaT w i P47 [7-4 i SS z PANEL A .'I 4WIRE rjo/sob V 0 L T S 100 AMPS MAIN LU06 oHL-,,r IZOIWb VO L T'S 121c� AMPS MAIN LU&1� OWLY fPANEL v X" I WIRE A PANEL ,!�Ur?,r-A6�, MOUNT IN ROO'M/L`_!1jILDiN1G 41 boTroM FEED �)URF�Ao�, MOUNT K-ROGM/d Dli"!G 512. ToP FEED '-2 U F- I A ?Br'V_�� CIRCUIT DIRECTORY KVA TRI 0 1 -RI K,,VA CIRCUIT DIREq,, ORY CIRCUIT DIRECTORY KVA TRI R K V'A CIRC CIRCUIT DIRECTORY AM: AM AM AM 9 E ( F, PTA( LEt5 - 12 M 41 0,54 261:1 1 2 20/1- &A eIZT 12_66�-.'PTAUE-!�- RM411 N, 4te, "m 41'eM 0.5 12DII, 1 2 ?0/ 1 0.19 KM 4M4. T F 41 0. /Z 13 6.7?_ ,tomA 0.5 3 i� M4 0,!5 5 6 :a I a12 5 6 1 ­4 W PANEL L CI RC 9 FE R A M I P P I MAIN I N e)o T LU r CIRCUIT D I REC, 7F V, 1�", 41, v 0 ,5 4 7 621 0.5�DO - - P 7` a ­4 1),ZLI 0,54 9 0 o,54 P-M.4 1 13 -4 14 4 Jeue?Ho, —7, PA rZ 15e 20/1 5-y ­4 j 6 W11 16 0 18 ?A, 6p, ONLY 4-18 1 9—f .12 20 2 21-4 -/"�-2 2 Ile TO/71 2 ZIA 4 M4, M5 0. 94 6 2 ONLY 6 64: 1-Y 2- �-2 B 2 7-(­4 4' -2 8 N_ ------ d"\-3 0 2 rn 34 36, .38 z X.4 0 2 f NO, 8-SHUNT TRIP, Ca --GROUND FAULT A B C XVA MAX AMPS L'-,gH U N'Tii'7-.R I P, 91 OUND .FA 8 C A KVMAX AMPS,, ail Ii-I u I REMARKS: N5W PAW6L-65F, WOT5 10y(oHT CONNECTED LOAD e� m 'T 'I i NJ D 4:32 Ob 3.0� q "3 eo 1(010 ARK.8_:_ N16W1NA,,P N, E C I'E D� �M A IN` -ND LOAD•L) LOAD DEMA 61 CAII PANEL P, A - I . C - O`-4 WIRE 120/124 V0 I 1!�LJZF:�A66 MOUNT IN ROOM/ L`J'UILD1N%3 '41Z CIRCUIT DIRECTORY TRI KVA A B AM 02A)&)1r; 0,71 SO/I 1 A, 9) -'Zt 3 4 it lb 0.54- .5 6 0.1Z 7 12 0. '71 9 Y —10 ITs, 8 - i ��, 12 #­8, 15 6.54 1 �3 -r\-1 4 ;zm tb 01-77. .1 5--Z"N— 6 _11 7-10� 8, a,e,6 plp,6 1� E�4 - RM 11 19 �-4 -2-0 0.c 2.1 -r�\-2 2 o,& 3-rN- a"\-2 4 410 6 -r'*I--2 8 3,0 �3.1-�, -f**%3'2 Izeap-rA.cOL's'�- p-m*10 Pi 3 ad"\ -�A 3 - 4" I =No I "max" 'S-SHUNT TRIP; G-GROUND FAULT RE`MARKS: NEW PANEL -OFF-16e • FF # Tr S AMPS :MAIN Ueie� OWL'( TOP,, FEED RI, KVA 'CIRCUIT DIRECTORY' AMP I # 0,94 E6r,-_PTA(, L�,cv-F_H*j I 0. r24 5 6 P r A4 5 X7 P_ 019 54 %?_E�CePTA(4L� e. P_M 411. 0.54 V_ 6 E:e PTA L, 12 M -4- 1 -1 ozo PANEL /,C�/AMPS MAIN Lij&iC) or,]Ly .,4 wj� Vo L"T UNf R'0 0 1�t L FEED D I C.4 A" 13 0 - CIRCUIT DI Ot T 0 R Y K VT R FRIP IA KVA CIRCUIT DIRECTORY AMP AMP 2 40/1 0. 0. 1 �_3 L.e W'4� gg, Jl. m/ 14 4' 3 0 -6 1.0g) 7 -PAZ& r 7 -10 e), ��/4 -13 4 0,7?. L se� - 9 Ni 1 �.._.,. - i •- .-^.-....�--._..•-•_ � � V, , � ",�J C.-72 15-1 Z 1-1 0.61 1 8 pay _-J 1-2 ­4 L 5 7/1 2 ra '28 -T- —IJ 1-3 0 3 1­3 2 1-34 �eY ..•._.�,5�.�.�-.� t t:3a �w "..._.p._+..�,......�� r-.-.,..,... - „a 38 ).4 0 I. 0:112 T 4f -3)?,7 1 3,21 2 e) 1.5 4 1.5 # 4 1 #4 # PA V_ ROUND FAULT A ­8 G - G i C KVA MAX AMPS ,A R C KVA-MAX"�AMP,$- CONNECTED LOAD 01!W q,e�& (a.54: 2&o R E K4 A R K ED' N' I (I E_ CONNECTED LOAD p, (c 6, o 4 6, el G 5; (05. 3 DEMAND LOAD DEMAND LOAD:, ^J,, -H 1541- r-L-Oop- HE The Rice Fergus Architects 262 an SUW 13ce�tw, WA 99310 M6 M-M. V,5 if -I 1 -0 Al X\ \X, x \�\ X \7 x NT % \N\ -A X, —7, -N V, . @��{. F - _ - - - Nu : �► l t. .. _, . ... ... .. .. _._ ... . _.e'l�:. _.. a - w° ...1.1. i .: y. - n ,. c .. .,,4 ....'.., .. .S .'-. .. .. , Pl. - .. : :. .. .-,, .. ..� - `� 1 . -- t �. - .. . ,, . � . . . I ., -- , �� . , , , '.* , .. .. ... ... 5- s.:.. .. ... ':. :. .. . .. % .r n s _ - _- - - , - .- " -,, - �� --`,�,--"',:, . - W ..-. i , P e e , - ,-. - - .. ti% .- - I... - .- -.r. .. - ..--.. : ..-.. -. .• - .. . . ..: -> . . . .., _ . . ... .. - .,. w ... : _ _ . .o ..:. _ .. �' v .. - - - - I. r , r, . .. -' :t. e`. .; , ;, ,. .., , ... Y , fY ,.. .. - - .. _ .. x % - - - - - - _ - - _ -, . . .. - , . : : : .. -±'.fi• i i 5 I I— Sx _ _ _ -1.1. I S .- - _ - 7. .. .;: `I. _ .. .' - - - - - �Rm F� - .. _ ': :. - _ _ .. - '. - - _ '..... : .. - - _ 2_. 3 , G. , �. a ' i.' „- , r a #_.. �. � � - !".. , , , � 1.. ,. . , ,- c d x U, € q� ., `�' =T., r. .. . .. . _:_. _._. -:ate,, w _ _. - - . .� . . . - . ;. , , .. >- ... , . .. . . w :, 11 . :. - - - - -. , I , .. - - .. -.''. �, .' T . rl l ! %L. A I� ALA. . TACI } I .� .. -. .. . . h . i �- .r , ... . .. . {{ yyr+ j��'] (( '�{^��' jjj (`yam j��I7j 1. s,.. .. t.. �.`.. 2 , . . +. 7 , > - . m...: , 1. .. ;: . 1 A � c D IG :: x 2 i , . _ _,.. - ., .. .. ;.1....�"`�. . . I ALL . - G C� .. : I1.I ... x -_ I. C,� 1/ � T w... . 2, i 2. - . t - ,... :`.. .s, .. -... i t... . F' i. . , . . . . . . • . , . s 1, THE LOCATIONS AND SIZES OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN AFPKOYIMATE WAY ONLY FROM INFORMATION OF RECORD. THE CONTRACTOR SHALL DETERMIWE THE EXACT LOCATION AND 54ZE OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESMNSIBLE FOR ANY AND ALL DAMAGE5 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE -M EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDER- GROUND UTILITIES. 2. 5A515 FOR NORTH 15 ASSUMED, i.e. MONUMENT LINE IN EAST *764 57KEFT FROM HAYWARD AVENUE TO IRON51DE5 AVENUE IS EAST. 5 5A515 FOR ELEVATIONS IS CITY OF BREMERTON, i.e. PAINTED BOLT Ol4 FIRE HYDRANT AT SOUTHEAST CORNER OF INTERSECTION OF EAST 13711 STREET AND IKONSIDE5 AVENUE 15 ELEVATION 2b294. 4. F•OR ADDITIONAL UNDERGROUND UTILlT1E5 SOUTH AND EAST OF PLAY AREA SEE SHEET M-E I OF THE PLANS FOR THE "ADDITION AND ALTERATIONS TO MANETTE SCHOOL" DATED 14 MAY 1959. 5. 51DEWALK LOCATION DRP%WN PER RECORD. EXISTING PAKKING STRIP OKI SOUTH AND EAST 511DES IS NOT SHOWN. !o. CONTACT ADJOINING OWNER BEFORE COMMENCING WORTS. -T. CONTACT CITY OF BREMERTON 5EFORE BEGINNING WORK IN CITY RIGHT OF WAY- 8. DEMOLITION (AND RESTORATION) INCIDENTAL. TO CONS-TRUCTION OF NEW UTILITIES IS NOT SROWN J 507 15 PART OF CCINTRAC.T• 9 50" Y. 30" "DO f IOT ENTER", PER R5-i, MANUAL OF UNIF09M TRAFFIC CONTROL DEVICES. (NSTALLED ON 4" x 4" 7KEATED WOOD P057 WITH 3 F007T SURS/ AND ? FOOT CLEAKANCE ABO\IE GROUND. A EXISTING SITE LEGAL... DESC 9 IPTiOM LOTS 27 AND ZS OF TE55ETTS DECATUR ACRE TRACTS) EXCEPT STREETS. N 9_0_°00'00"E E-l(,TH ST. 25.00' ! 24t.Go8' -- — O 5CALE, I"=100' j J Q ® Z41.'74' N89°5Zt"! i N 89058' 37"E 221.`TS' '' 9 o s b o pi Z � z 0 0 N m I • ZZ I.83' E. 13T14 ST. 39057' 14"E 241.83' 'N I rnkir rtu?Fk-na'uin EPo51 13T� STKEET W. C-I. CONTACT CASCADE NATURAL GAS COMPANY FOR LOCATION OF GAS MAINS AND GAS SERVICE LINES IN 71415 AREA. PLAY AREA EQUIPMENT LEGEND O LARGE KU55ERTKACTOKTIIKE EXISTING DEMOLITION ® WOODEN SANDBOX Lu AC, ASPHALTIC CONCRETE 0 THREE CONC. CULVERT PIPE CONC. POKTLAI.ID CEMENT CONCRETE O ® METAL PARALLEL BARS C.I. CAST IRON C,P CONC. PIPE J 50 METAL JUNGLE GYM FF FINISH FLOOR ELEVATION © METAL CHINNING BARS R` PER RECORDFvc, ROLYVINYL CHLORIDE 70 METAL MONKEY BARS I.E.. INVERT ELEVATION ui METAL FRAME SLIDE MONUMENT IN CASE I 0 MANHOLE (Mk) V O METAL CLIMBING TOY CATCH BASIN ( -5) Q O HOKSE ON 5PRING .. CLEAN OUT DOWNSPOUT ® II WOODEN "BIG TOY" H05E 13155 V 0 RU55EK TIRE IN GONG. 5PRINKLER HEAD Z_ UTILITY POLE �,_,, �3 BASKETBALL HOOP ON METAL POLE ` f- 1 � 5POT ELEVATION O ® FENCE TYPE 5ACK570P �-••&------- FENCE : - F - AERIAL WIRES -0E UNDERGROUND ELECTRIC COMDOCTOKS -L)T UNDERGROUND TELEPHONE LINE5 5.� �..,.� SANITARY SEWER -w- STORM DRAIN SD .: . WATER LINE tZ M Z� CONTOUR LINE - TOP OF SLOPE ':. ROCK RETAINING WALL CONC. PAVEMENT°.. E' -''' ' 4. A.C.. PAVCMENT ac'.; •_: �4c-__ 06 PLAY AREA EQUIPMENT - PER TABLE F`L FLOW LINE - 80TTOM OF CURB MONUMENT LINE CURB (A.C. OR CONIC) --- PROPERTY BOUNDARY LINE A.0 . CU KB (BASE 51D) A.C. PAVEMENT. (SASE BtD) CoNC. CURT 'SEE MOTE 7 DEMOLITION PLAN SEE NOTE 8 SCAL I" - zoo r VEMOLt-C ION AS WECESSAR.Y TO GKADES UNDERoADDITIVE BID''A-5`' ��.,y,�.p.3.#'I��<«M.. FRETAs'i�°'.c�f��i, ��"a°�� a i FIELD BOOK *8&Z BUILDING WALL OK CONC. RETAINING WALL PAVEMENT CUT LINE CONC. COK5 PARALLEL TO WALL ANEW PAVEMENT AFWA 571). PLAN NO. (.,TYPE E-i PAVED TK4451TION (PLUS M MINUS SLOPE) SECTION A —A NOT TO SCALE (ADDITIVE BID W) /2.0' AT GATE C-14NIM LINK FENCE WHERE KOM> 15 PARALLEL WITH CONC. KETAIMING WALL 15, -1-- I--0-5'(WREKE FEMCE 15 KEQUIRED) A• A A A A 4 4 d 4 4 4 4 .4 A 41, A 44 4 4 A A. 4 4 4 4 -4 4 0 0 cn 0 C> 0 0 0 a cD cn a co (0 CD v O G7 C-) 0 C> 0 0 C, L 0 0 0 0 10 0 10 0 0 0 Lfit 914� I(/ 1(�74 (it ('��KOOF ROLL SUBGRADE Z" MIN. COMPACTED DEPTH, A.C.CLASS "51f 2" MIN. COMPACTED DEPTH, MINUS 5/8" CRUSHED ROCK G'MIN. COMPACTED DEPTH, CLAS5 'W'130KROW NOT 70 SCALE NO-TE, FAVINIG SECTION 5HOWN ALSO -TYPICAL FOR Pt)DI71\4E 51V"A-5' FAViNG. CONC 04411 164 P', MATCH LINE, BASE 51r_> I FOOT 50UT9 OF EX15-T INL.(� DOUBLE GATE FENCE AT NE. Co 03141C. ETAit,40Ji, WALL _7 4 06 FENCE ANGLE POIN*T ,Nk'00D AWD WIC a -Now V WIL.. Ac 4 U 4 A ow gg 'AC' A�Ak'2:kk: A Ll v. A'C• 44t < 3.IFE 21 0 TIE NEW PENCE 1111T� MCI- "TKAN51710N IV, t "y �132 C�4 TE 4. A" ta:-, 17 'T ' . \ :..:- '4 L 1: .-Ak, C01 �P5 7- g WEED PLANTING BED5 0 ZZ7_71 'A � 0 Ac-- 14M JNK 1;0 'K M =Z7700 A- 1-�-= 274 t 7 3. 62 L t�vq'5 g LA I dh Z72 2_7 -T CAI _1 LOCA. _ZPOV�. A I z.c,.4 s ./I A 0 ­­­­­ t i g-olp 1''. 1 1_3 KIM=Z78.00. 11E. Z75t /E M OOF 0\1 V z �"'ComTRU ST QCTUKE �01 y , i" 2,77 4� M Z71 .00 R Z7;�­ 8 A— s E 51 OVt9FL0W= AI.E.=Z6;4tQ0 U A A: Z7Z, _z- L'� L 77- A rii 7 _A C.B. T LID Z59t 13FV1tZ70-47 7 (NEENAH 9 18-No OR EQUAL WITH 50LID LID LON 5ECT-11 Ns 11C - co I II T Co NC. �FEK No, Z15, 10 --c- T' P \NE5T 5(DE5 OF GRAVEL KIN A M J'- L T (k NEW,FENICE`1R4t.0 klm�l ENCE 2 x Z77 7Z,05 262.29 4 (Z. , W- '1 -`H�'-4AINJ jLkKJK -PEN If - 7_ ar D5 '155 os, Ds' -3s LIM- C L '.5' - , PATCH A.C. AROUND NEW AIR AND VE14T \AIELL5 TOF4"_20,88 L Lu vevil 9; q M 1 1 I_ LN liN 7.1 v ;Lg L Ll. Irr, Ll '!C0 ;J iiv,4, F, 0,�'i Z44 0a, 6 c 'ISTING C I I " -11,11 , ' L 1, � �u a ,r�t kA W 5-- _w EAST 13TI4 STREET ,w to A A 4 64 a 4 4 4 d 4 A 0 D 0 0 0 0 0 0/ 0 0 C) 0 0 0 0 0 0 (0 0 0 6 0 0 ROLL SUBGRAVE 7-5, MIM. COMMTED DEPTH, MIWU5 SM" CRUSHED KOCFi T7( " MINI, COMPACTED DEPT k, CLASS "A:' BORROW `TYPICAL SECTION-GKAVEL PARKING NOT TO SCALE PL, Alxff I N G 5 0 W-RULE 4 NT. l� �OTAN lCk- NAME :Z: cl- 11comm.0K NNMr,-," �a iE ::i < Al A, L A, 6AUrW PLANT ± -.30" 0,(,1 IN ?[AWej-Z. BY SAT � Pcm' in 6 Top *1 BAY-K MUCR '9 C LOCATS: PetFLW.-, ��CHF-ROM ACr-,f?- III mpa'�11 VARIart Pg." SUN;� TRIM OFF N1,I LbMf, 5RM(,H�cb TO 70 IQc A50v� pDOT 6At 1' AS OT��UiA .r .� �, "Tf-thA bkC�, S:A' ISTIN( OVWGROVO4} f U30WW5 LMN D 888 5moll MNHNTT\N W5G9k.,c.-," AMY IVW-14' M'D` T�K rtA"rHW1W-_ PM,_ NW -A KE5TOMMON OF A50TTIM6 PAVING DEMOLI51,41ED UKIDr::.K ADDITIVE 510 "A-5' 15 INCIDENTAL 70 THE CONTRACT Ut4VER AVDITIVE 51V "A-5". DRILL I / 1. HOLE (FOR �INT) TYPE E-i 54•'PIA. FRE-CAST PER 'WA STO. PLAN NO. G APWA STD. PLAN 37 (STEPS AND ADJUSTME sEcTiom worr si4oww) GATE AFWA CEMENT COMCKETE VRIVEWAY, TYPE PER 5-TD, FLAIQ Mo. 8 WITH MODIFIED RADI055HCW&(Typ) pt 'R LINE BASE 51D �,'omc RuAimimc,,, %QN-L `AIITH KAILR­46, IN �)IN 6�� E)Tzlf (NOT bRaNN) VPtcALCv ?LAMT (501 #\ IN PWJTM, woz� MEX t muw+ ( ww's NOT ' HONN, 1W U., PLAN LEGEND EXISTING NEW A,C , ASPHALTIC CONCRETE CONC, POKTLAJ-4D CEMENT CONCRETE C.I. CAST IKON c• CONC. PIPE Fa FINISH FLOOR ELEVATION Pg, PER RECORD FV.C, POLYVINYL CHLORIDE I.E.. INVERT ELEVATION & MONUMENT IN CASE 0 MANHOLE (MH) 0 CATCH BASIN (C-5) a 0 C.0, CLEAN OUT & DS, DOWNSPOUT 114.5, HOSE 5155 0 5F'KINKLER HEAD UTILITY POLE 5POT ELEVATION 279.5 FENCE AERIAL WIRES _UE UNDERGROUND ELECTRIC CONDUCTORS _uT_ UNDERGROUND TELEPHONE LINES SANITARY cjE\AJEF% STOW DRAIN sD WATER LINE CONTOUR LINE TOP OF SLOPE ROCK, RETNINING WALL CONIC, FAVEMENT A.C. FAVEME�ff PLAX AREA EQUIPMENT F/L FLOW LINE - TTOM OF CUK5 MONUMENT LINE co>_4c. c0F\5 EDGE OF GRAVEL PARKING PAIM7 '5-1"KiFE, 4" WIDE EWTKY SIGN -SEE NOTE 9 At 24"'DIA. SLOTTED LID PER WEEMAIA K-1792 -PG (HEAVY DUTY) OF, EQUAL. 8 'GOOSE NECK"OIL. TRAPS GROUND ELEVATION 8rINFLUENT FROM SYSTEM,IFE ZQ 00 OVERFLOW INVERT ILF (ADDrn\1E BID -A-5) ORIFICE INVERT 1f2," I.D. 18" 5ump ORIFICE THROUGH PLUG IN TEE; I.E.:; 21,A.00 CONTfKOL 5TRUCTU'r\E 48" DIA. CULVERT LU>- ACCESS 0 ..LD PLATES Z13LEEDER 2 1-F DiA. PI FG: DF-TENTIOW LAYOUT NOT TO SCALE MNIMUM TKEMCH WIDTH -W'TA.KEN AT TOP OF PIPE M"lMkXA 1ASTANCE 'X' t5 8" NTrOOED 5W-KFILL W 4; LAYERS TO i-d AMOVEE PIPE THEN Ir LAYERS UWVEK MVE-0 AREAS BOTTOM QUADRANT OF PIPE BEDDED FULL LENGTH OF BARREL 5- MINIMUM 5EV"1.4 MATEKLkL. WkEAE PVC Pt PE 15 USED, PROVIDE MINIMUM 3* WA644ED- 5A.W) OK PEA CzRAVEL kR(YJND FULL F)?E CIKCUMFERENCE. BACKFILL REQUIREMENTS TO TOP OF TRENCH L*A:W\/ED AREAS PAVED AJI%EA,5 TYPE OF NeVJEK1#4_ APIRKOVIEV OW STE CL.A,APWA %C116-2, 10076 MWUS Z. T"ICKNeG-S OF LAYER A6 REWIRED (m*'ANV tr (SEE ABOVE) MN%k*J%i OILY MMS(TY 95%_ PIPE TRENCH BEDDING NOT TO SCALE I(" wl OTH DO NOTES, 1. OFFSET t4iWGG5 P1E:RMjTnQC- GATE 7r1 5NIMCm IE50* 2.Ljc.w-r r-r2ANiE- If/a"00. GALVAUIZ_1�.D TUBULAP, STEEL. 3, 64AM PO-5T5 WILL BE 4" 0 P. c:?A.LvAkj )ZED TuOuLAiz- sTsr--L-. 4. ALJ- 67ATE:5 COVEW-P-D WITH FABQx TO MATC;4 FiEk4ce7 - 5 U iTA731 x7 FITTINGS AND L_0Ckj;JG -C>EV16eS OF N14LL9-ARL;_:- IROQ - AL.t- rVLAT-F_;:ZjAL_ [;:Xr-GZ-r ALfJMItiUM 6?ALXII`J 1--7 I t� - /a," VQE41>ED ANC) 15RAC5=D WHEJZEVEFZ- DOUBLE GATE NOT TO SCALE STANDARD 14ANMOLE RIM, AND COVER N#7T; COVER -M, ABE OR PERFORATED. 361# x 24, PLACE FILLER MATERIAL 8ETWEEN AR AND STEM ECCENTRIC (CMCNE COLL SADDLE OR FOB. TEE-- �_ L_ -Fuv o;2,co�4ej*,, px,5T zyz" m,.-5.79 Fou"vs/F-r. P05TS 21 D. - I.C.5 LF35./F-r. VA5JZ,iC POUR CONCRETE COLLAR (5'X5'X6") AROUND STEN4 4 DETENTION CULVERT (HIGH END?� ACCESS FOR 4S' DIAMETER CULIVERT NOT TO SCALE PLAN \/IEVJ z 4'GATE MOTES'. I. OFFSET W1WGG'> PcRm1Tr'QG (,ATE To 5YJINC:7 I`bc)!' F-05T. FENCE x tj 6 wT F-r,,Am - 15/,3" O_ 0. CiA LVA U I Z_rP TUBULAR STFX-_L - 3. 6,AM P0-:sT5 W I LL BE 3' 0. P. C�A t-vAki 17 P- D 71jo uLAj-- sTe.P_ L_ 4. AL I- 4ATE5 <10Yezg-D V\j ITN FABRIC TO NIATr_4 F:1EkJCE_ - S U I TAT3i 9- FITTINC-iS AND LOC_.c MG ZX_:7VI6E:S OF tviAtLl=ASLE LZO"• AZ-J_ NjAT7EP.JAL_ CXCIG:�) xr ALL-)M I ki Ui\A 6?ALVIN I ZEC> .,ALL J01Ju4T-5 V-4E1-DEJD AND 3RACGLI:> WHF_QEV0Z_ NeCF_SSAJZY- PEDESTRIAM GAVE NOT TO SCALE PULL POST 2Yz1.P.-5.7qL35./;:7T lw-MUCK[ r-P SELVA,1_9 BRACE POST t?AIL 1,4 ID. - Z Z7 LE56./F"T. -3-TED AQV geeD SEL- VA KJO-TIPS: 1. ALL CDLJC_P-C1_E POST BA45&5 51-aLL.134_=7 tfOXICIZE-TE 12" X41U. DIAMETER AND 3' MI". DEFTH- Z.ALJ_ T-C>5T5 544AJ-L. 13E 511-ACEZ> AT_J0'M4X- IKMF_'VAL_S UNLESS OrHEPaAJ15P_ DIRZCCMD Sy T'14E 3.7'F_M<,10ft4 V-Jlg-.F-,S S"ALLBE PLACID WITWIkJ TUE LIMITS OF T-AG: FIIZS-T FULL WEAVE. 4.-TPC* )L4_L)'5r�-nVG 17E_7-A1L544AUL 140-r J3G CC)Kj:5T72UEr> /4,5 WAA1T`0,JC, -r-O HA;ZDWASZE De5J6rXJ- CHAIN LINK FENCE NOT TO SCALE i FIELD BOOK *8GZ "ki I , ca4w,ep �X4 � 14 mwi% MT i NIG-i (� W6 k,7 TO ?KDJ 5,,(,TI0N IN �IAMb 11 110101-NIIIII A, kT,-M` TO GrfMi r,',AL ()0 N r)-rHr,-P- 'KAKI NC 6, NO W09 �- IN ?,Dopt b9/ M4 Pr,-MDVS AEU, RSM04 �V-,,11N6 OF Wl A4,1, F(J�TtkiN TPACK IN �P,56 F:o u N4 oxn o 1,.4 v s N -r w �j,rAc K. o N c- ON I(op oir- ITS OrHeA) AT ett,,6H vew-r L-06AI-10t,l PLP4-5 Rp' oizv: *+" WA,-;;WSO r-RaM (-rop or wrou, 1-0 ge w/PAVIt46 ) r-004reyR*Te�p 466 1401rg, 1�) oil 5,o6rol A-Z) 'ro 14IT jtK0 "UNWION wei-L4,7, PI-L.�-sH w/-r1Nqr;ALL AP. 611.,15 Vt 4 Coi,46PUSTS �OUt4V4`10N WA.L-L, (51m'-orl A,wo \N6L.0 Htkw&1I4& ONI teqooj !:�jvs of: w 6RA-rg. -ro Pgopeizu� -6uPpokr orHC- engAiit, I w MHO VdWf. 'v fz ( i5 � - F-' F-Ef;'LACE G�L-A,be-- P�C� IMATILH a 0 r= I 5ti c 1-� Et D U F-Looe �41r:� e E X 15iI N L-JAL-Lb E.X 1�71 N (9 tsw IJALL� �00M NAME 19116H F- A. le- E%1137� NaiJ EX6T61 NEW 1 F�IJI15H EYI�574 1,0W --- fi 1511 ------ F-U-xg PLCXI?K 5M�E W-115- W,,?-THj EAST (�-xU14 0 EST SUP-F i�C&714 E�&6-r I�OLM4 iJVT 5JC5 �-k)m E4�*r tojl�4 �j ar;T SUIT 6 L�q, e. LCj. 15 uNCI F H7, A I STDeuDa U FLAD, co�c — fl, GW5 6145, p AcT, LA FF \/A?I% LAM, -m�- CFIT P�l t we 61WI3 61we; F t)Ld" W6 FM Room, LONG, CON(,, V,4 0 1 C MN6. CIDN(1, UNICI pl�� P. 6051 AC M5 DF:r-lcls: �DNC,, CLING, , 605 6�j 5 e-Wap 1p A cT, TWO LAM,, LA LA D1*A1y_1 U1W, 16-vw L A AT CoNcl, Kl-i Pill UNC-1 A ("r 52.. ST 0 k9A 15 IN 0 m r-� N C'T LA, AJ, T EX6r Wa�)P 70ILET PAP-ri-F10',* =T� rA'N I:: T111-S T, 164 13 AN t To, Os RQm m CD N CON. PLf P, rAq7 �)HELVII"-Vi cot"'(" E)5 MU C:T, GI -Al F�, �Ll Fit- �L I CiAlfV UAU0 GAIJ,--D A(-T EXI<t7i'(--� r4iN7 EYQI�J, WooP TOILF-7�T Mr-TMiloi\41-4,1 --ri I's Thl� COPY RODIM CONCt K CONJx(, cot(" cc; cot ,. P. PLI , AST Ti�i 16 RARY F I r- --T- pt DL TWO p 11, AT. WNC., CD96, CONG, rLYLJ P) &W5 Ir s M12- CON�, 3ON'Li C4X4(,, WKC� WN( , 0�,! A& bjj comPUT-om F�n At CO2 NG, 1. UK.aX, C CDN(" 6WB c.T� fw14 I,, I W-n-t'le 5 I'L 6 D IL, �R. RDDM CON61 wNcl, — co — ---- ------ - -------- -J, ul�T� WITH Plf�y 5, GAi A55eeTcf5 5o4fz-L,) vv 115) u El D -TYPE3 OD R, T'YP F HOUD" A. i 1,1011tON MKAL. PoNNT A, No 6TOf-,, No pom-X- VFv , �PAINT :7A 10 10, k.M. MIJIT, AL,� SIC, N009 641�6 WRAP &1%% ON A0, FOA, WAtAA7 �Y46W M *HOW C. STAiN, VAm5fi AM V69119V EACHION, q)f .4cTCIIA W LILIs 317 E� sowp CORP, "NOOD -STAIN s VAP-W# # x tk x 9. S-0 x ROTF-: DDOR6� 11 19 ONI-1 ONMCUT sr,_rl- =i PLAN LOW10K 05 Pooru) -, rc-;-usr-, Doop-c-.,, 6AF-DW-4c,;,� NUMB KA M F-E, . R FINIS H, P D 0 �,S � r-;,�A 051>� # � IN PhKf iq DRL��. Mlpup,� SWIW-7 siLr:--G WORS CONSTRUCTIONS c)(- �IZAM P, 7YP5 40 NUMP5SQ- . ON FAQ 0IJ S 55 DML K�� 40 Kri�- inm ?�Aw ON SNT A 5 CL)-r 'ro 1w)T .t4gN L.00AMOW rz, IN 6*16-r-6 AN40/09 New WALL.!:-p A, LERL I d w a >a_ I D U FL00fZ ?,)At t I NU �1x"SMINGA FLMIF- F Lxg- r E; V6E NOCTH E,&6T car, H w wr Wr:44lF_Ae,-r SCAffi NOCI-I E46r SOUTH 0 06r SO F_ FI C, L a, Cr L (4 0 F r- V" Nv& 1RIUK �_GW5, vwt i�i NNT I Rc-b NINPDN NALL.9 FU IS S K'�ti(ali UAb NOVI, 5�Um Q�l r:A5T OFFiCIE6) -A,T VT K. MN- I Gve Gn, cwt, AcTI P� 00 HAT UNIT UND5K WKX­r' (94 12- A "T We 'T W_pik u4 cr, CON rr-, lZFMCS FIR- ACT. I.-M 15 VN b NA KpGr per, Pa GLATeT GLAIV G1,A7Z GX�_p lU T)� JANIC)�"s toom A, p "F. m r-1 N GLAZE PL FI, PIL. PI.. F. GULF) GIk7-rK? _T GA'-fW 'TUI� GLATW F, 5Y�,- z�-IJN()o � I I 1,5r, I TUI:� FAt2, �%aws TiLe TOVATC�A OFFIC r,- AK ""A T, ?1,1 FL, K, 0 t CAP %S�6. I XT 09t�V, 4* p III e�45t. M-LWIMT-zP ?YNDDP rlogS,,i S7 A I R.,, co RG, �co%cl� 5RICK RCrlll 6RICK, BR � CK ff� Fl ACIT O� P. MRIIE6 UW 5FJ CK D F All r F LO M 5S�,K C 5. 0 F I tL21 PL. p - --- ------- A c,7, 02.� r- P c CfpT. ok FIl,_ N, ?L PLO P4 R QV5_ _66- B _GVV-6 �666_ &T, e�616- C- CT RI C, A RCLY,, FUZ,_ pl, ft� F 1�b 3T�l Z CONC, CON(" vr.Ac-7 14- H A �T CR T FI b GVq 5 ­77 ACT, F. R. %V16 yf LCOV5 AT. CRT F1 R ACT — 0 I45Xr UNIT UNM� MINIPM (E)CT'6;) 0 r c_ kE:ll T, CPT, li M% G Y�l El P, kT� — hK UNTIr �NP��F_ MNDlYiV (E�Q�Zcal) 11 D F � I C;,:� �T, (�PT, GA6 GRI N5 XT hekri UN17 co N p Ncl C, 4��kll 'ACT., AcT. ir-r- �NAII !9 PIVI51011111 HIVND 1"t FIT 111.4 m, P�I (�Wb UB C-4K6 7r-, N AP C,T. 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GVA4e GNe- GN5 GVN5 p R AC;T �A, aVN6, P, ff P. -7V VAM9 I STAR, BRICK Ai 9771C, FM F, I _jr TILZ, Co PJcH WCh ADJACSM W-Es PATC,K VAJ, MAT Ut APJACENT -VLj_--,s f?oom 15� a z A, I rp. 1449�'7 1 Z q �e '5 0 AR E, PH kl�:� WORM, Wwck ON 1146661 GEN,lEp_AL NOT_El N64 M A ?MbTl PA 'NUED J ?W(.,H Fi,00Q.S 4- GSllIN6b TOOTC14 AWAQ�NT WWKE� PARTITIC)Nc_) QMOVr,-D AND AH9-.r:,- c,,DUlZrAcK,, ARC. pis1KZFp b� NE�cm 4 EI.Pcf AopKg cwkkT5� KWOVr__ klL ClAki-K $ TACK 14 TO (-A a N L N0T6(_­, - ON (15) P1t415TIN6 G T HOB �" DN TH1 PLAN FDQ UIS5 AT (6) �00'40ATIGN VFNT NFIAQ'� S5_5 bK>5M0VT ?a,,N s4r�,�T k-i r-ok. 4. c4vioK . FILL OLD GRATEF 060,L, Ai,l, AP UN NOTE: Opmo i3kTH W * DOD?. 1 W)15 BIP C&L� rDR_ R.PuM lb -rO B6 A ATTIC PLUM (ZA-reo ACE H EwD,:;k or- rAMW OALLt� c -C, T'�R) M A F D 0 N S G A t� ()I' rf-,Move, NOTE I2 1, FOUP,* �c.-)TrINCB 4x4 I 6KY1,1GO�! 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F TttiS IF, u if k . j All L W1 I C) 4C(D C11, 0 pzpf_j ie)ocl J`-'I F LOU V-) EX 1c_ -J, D0'), ALL tP&E4e) kj,41,1 L Q �,LL f��*QF_�, C I2 "Oic, c U P V/ 61 Lj P 6 2yxD-1P t)LY(:;'LQC W-,s 41-0" 0.6, 5" ej P)A P E, -- -- G / . EX I j ; �L A f0 01.1 lit, A WELDING GENERAL NaIES Materials Shop drawings are required on all miscellaneous and structural steel, reinforcing Minimum Structural Steel.. Weld in accordancewith "Structural welding.code" AWS D-1. 1-76. steel, and glu-lam beams. These General Notes supplement the Specifications. Any discrepancies found among Cement Content Inches, Minim= f 'c Slg the Drawings, Specifications,,these General Notes and the site conditions shall it: 28 Rays Sack Maximum Minimum Certification: All welding shall be by certified welders. Submit Shop Drawings to the Architect, Engineer and Contractor per Specificati ons be reported to the Owner or Architect who shall correct such error or omission in for approval. Shop Drawings to have approval of all parties prior to fabrication. writing. Any work done by the Contractor after discovery of such. error shall be All other concrete 3000 5 4 .1 Electrodes: Use.E60'electrodes. done at the Contractor's risk. The Contractor shall verify and coordinate dimen- Note: Glu�-lam beam Shop Drawings to be subatitted with current A.I.T.C. certificate sions among all drawings prior to proceeding with any work or fabrication. The Place concrete per ACI 304 and conform to ACI 604-Q06) Winter Concreting and CARPENM of which shall be at site at all times. Shop drawings need also to include -Contractor. is responsible for a-11 bracinq--&�,-�ring du struction. ACI -605 JA Use interior mechanical )tibratqrs with _(LQ5)__f9K�_Hot Weather (�oncret e lumber of lams used in beams 7000 RPM minimum, frequency. Do not over -vibrate, Concrete ghall be poured mono- Plywood (Structural): Shall be Group 1 orGroup 2 spec;ies, C-D grade with exterior Standard's I.ithically between construction and expansion joints. Protect, all freshly placed glue conforming1to PS 1-74. Each piece shall bear the grade trademark of the concrete from premature drying, excessive. hot or cold temp6rature seven days American Plywood Association. All methods, materials, and workmanship shall conform to the 1992 Uniform Building after pouting. Code (UBC) as amended by the City of Bremerton. -Lamianted Members: Conform to U.S,Product Standard PS Glue -56-73 and latest Drypack Grout: Make.from one part ASTM C-150 Type I Portland Cement�, one part, requirement s ofUii�'Amrican Institute of Timber Construction" (AITC) . Members DESIGN CRITFI:UA fine sand ASTM C-33 and one part "Ebbecco" by. Master Builders or equal. Mix dry shall be combination 24F-V4 Douglas Fir for simple spans (241'-W Douglas Fir for as can be worked, and pack solid to fill entire space under plates and shapes. cantilevered spans) with exterior glue. Architectural Appearance Grade where Exit Slab Use"nubecco 636" for nonexposed work. Use "Master -Flow 713" by Master, Builders exposed to view, Industrial Appearance where not exposed to view. All members to Uniform Mezzanine Facil- on for exposed work. have AITC stamp. Camber as shown on Drawings and at midspan of beam or as noted. Loads Roof Office Floor ities Grade to Cambe-r 1-1/2 x deadload deflection where not indicated in drawings. All cambers Live Load 25 50 50 100 100 Metal Reinforcenent (Concrete & Masonry All reinforcing shall conform to be to nearest standard radius. Dead Load Actual Actual Actual Actual Actual ASIM A�-615, Grade 40 for #5 and smaller, Grade 60 for Wand larger. Detaill Partition 20 Not fabricate and place per ACI 315 and ACI 318.Splices shall be, 2.4 bar diameters Framing Lumber Permitted 1 or 18" minimum (30 bar diameters, 18" minimum for masonry}.We ded Wire Fabric sidos,..aro ends. . ---------- An Ad�s.*_-Conf orm- to- West Coast Lumber Inspection Bureau W`LIB# Western Wood _.. 1. Lateral forces are transmitted by diaphragm action of roof and floors to col- Place at mid -depth of slab, or as.shown. PToducts 'Association WPM Each 'piece shall bear the WICLIB or WWA grade trade- ectors and through shear walls. Loads are then transferred to footings by mark, shear wall action where ultimate displacement is resisted by passive pressure Grout: Grout for pouring shall be a fluid consistency. Conform to ASTM C-476.' of earth and sliding friction of earth. Overturning is resisted by dead load YT_(�-=2_000 PSI minimun in 28 days. 4I Species and Grade of structure. No attempt has been made to make this building earthquake proof T but it has been stiffened to prevent collapse in the event of current earthquake Grout for Bearing Plates: Shall be made from one part ASTM C-150 Type I Portland "Embecco".. 1. Beams and Headers: (6 x mat 1) "Doug Fi�-Larch" No. 1--F 30o psi. �b or wind forces. Cement, part fine sand ASTM C-33, andone part Mix. dry as, can be worked and pack solid to 'fill entire space under. plates. NOTE: Use only under 2. Joists and Purlins: (2 x and 4 x mat' 1) "Doug Fir -Larch" No. 1­1500 psi. 2. Wind: Wind forces shall be couputed by the following formula. plates - do not use to fill cells or grout thru-rods. 3. Blocking: "Doug Fir -Larch" No. 3, "Hen-r-Fir" No. 2--r b =725 psi. p=c c q I e s Grout for Filled Cells and Drilled -in Rods: Shall be a non -shrink, non staining have q grout having a minimum compressive strength of 2000 PSI in 28.days. Grout to 4. For 2 x 4's and 2 x 6's: where Ce=1.2 or 1.3 (Exposure C), cj--13 PSF for interpolated 70 MPH wind, a fluid consistency for pouring and shall fill all voids at drilled -in rod locations. "Doug "Ifem-Fir" I=l. 0 iEportancy factor and c =See Table 23H in 1982 UBC, for description Exterior Stud Wall: Fir -Larch" No. 2 or No. 2. "Hear 15.6 Cq or P-- 16.9 Cq. of item designed, therefore 0, SITUCTURAL STEEL Interior -Stud Wall, blocking, and miscellaneous framing: -Fir" Standard. 3. Seisidc: Zone 3 per 1982 UBC. ' Detailing, Fabrication and Erection: Conform to the AISC "Manual of Steel Construction',, � V=ZIKCSW- V=Base shear, Z=.75, I=1.0, K=1.33 for "Box" type structure, 8th Edition. General Requirements: Provide minimum nailing per 1982 UBC Table 25-Q or more C=.12, S--1.5, CS­-.14, vq=dead load of portion of building under considration. as other wise 4iatAm. use pressure treated material where- indicated in drawings. Steel Shapes and Plates.: ASTM A-36.(fy--36 ksi). Treat all wood (not indicated in drawings) that is in contact with concrete or Soil Bearing Pressure: 3000 PSF (Assumed) masonry with 3 brush coats of woodlife or approved equal. Provide cut washers Steel Structural Tubing: ASTM A-500 (fy--46 ksi). where bolt heads, nuts and lag screw heads bear on wood. All footings shall bear on firm, undisturbed earth. Areas over -excavated shall be backf illed with lean concrete (f ' c-2000 PSI) . Contractor shall exercise extreme Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A-307. A S�,�try Hardware: care during excavation to avoid damage to buried lines, tanks, and other concealed items Upon discovery, do not proceed with work until receiving written instructions from Drilled -In Anchors: "Parabolt" by USM, Inc., Molly Fastener Division,, or apPTOVed Bolts-ASTM A-307. Provide cut washers under head and biat when bearing on wood. Architect. A competent representative of the Omer shall inspect all footing excava- equal. Embed bolt into concrete masonry 7 diameter minimum, except as showrt* Nails --Common unless otherwise specified, American or C6nadian Manufacture only. of reinforcing steel tions for suitability of bearing surfaces prior to placementPro- Framing and Anchor Connectors --shall have ICBO approval and be manufactured by vide drainage around all work to avoid water softened footings. -In Building g Rods: Shall be ALL-TlfpEAD (Fy--36 ksi) of diameter Silrpson Carpany, San Leandro, CA; P.H. BowtTan Caq)an",, Inc., Seattle, WA, or � and length as indicated in drawings. See Structural Plans for locations. Hoses for approved equal. Concrete: Shall be made with Portland Cement ASIM c-150 Type I, coarse and fine thru-rods shall be 2" diameter by width of wall, unless otherwise noted. over -size holes Rardware exposed to weather or view and in unheated portion of building or aggregate ASTM C-33, water clean and potable, and shall be ready -mixed per ASTM shall be free of grout and sized as noted in drawings. structure shall be galvanized. C-94 unless otherwise approved. Add to all. exterior concrete an air -entraining agent to attain 5% to 7% entrained air, by volume, conforming to ASTM. C-260. Finish: Shop paint after fabrication with an approved primer (see Specifications). SHOP DRAWINGS qq No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. Galvanize after fabrication all miscellaneous steel exposed to weather or view. ccl�orjWajer -4 41 'Ole SoT I �j co VJ5 i'l povj ear Tag-Ll 56 I KJ �' \" Z,--t50t_1 r�? ��Loct4vjc­ KG�Q'p bra, fore FL.­(w 'W " pto L v Colt 0. C, Oki ---------- 5 T, 0 apL. 161 co r ' 4- vE�Xj4jlr 1 51 P�o W J, AQ-�J C-40r.5 Fi ez, r-. o r- e-;t-i;�jco wlFwL,� _1V r TK_E= tf FAO-eb-eoL�� rL100z- Jot t" WO �/ '41 O.C. _gip\ J/6 N Y Nra call t�ZOH 6Q0. OT EE 6.- ra -4 , Q 'T TF-12 C)p WAIw. ... .. ........ ---------- =A-CofT 40P 1 6w IQL -P �� OP COL..,\ - SfraawL" _7 ca'Lj om FIA 4, It j FPW 1�Orlo + k�07-1a . Wqr=t1_r 1-4a4 mil' W-PIL.L., :5-rofv& A-T T 6rgzL., cc�L-uHw - 4i-r,644- Imo: IMP U 0 -TO e-OL.00 M 56L_91 A- N-r-IILL. Wb.L,, ,ro C; HULL, 10A�:2 akl�rt WbLL, X ,514 aiA-T, H I Q Gm. 'tit 47 Jot 7-7-77 14S r A— t J) tArsit - 10, r-fairc.., WITq 42wIW40 -rat H,c7F- k; *4' 0 Y >91 t Itfri -41 Totu-r 60-F �Fz if-7 PgC�l - - iC \ \ .�.e*T iL X1 ... . . ... ..... + + L I.A 14 G -Ai�ppcp,rr4o f, &T HEAT FUNAP SCIS DU 5Yr 8OI_ 5PECI _IEZ MANU�`AC 0R 4C% Ar�(� MOpI NuNfl AReAe FIVE I�( MINA COOLING 1�CI __ ___C -MBH HSATING T _ coMPI E - �� �"4D C _ r'� 00T.I�OOR AN. RE515TAW C15 N_ A. IKI MERLo RIBMA K 1 N 57ALLS L) MANUFACTURER L TONS EER MSH C.0? RLA ' LRA 'VDLT`� PH C'=M i 5sP, JMIN.O.A� HF' HP KW�VOL7$ PH NO.sra AND MOOELNUMSS+� 1--1 F'- I CA8RIER- 51NGLE PACKAG MI L 50I`'C dt� 3 5, E. CORNER OFFICI S 8 67 7.6 EO , 2 I3.3 EA 80 EA, 2O8 3 f 27QD 1 , 0.8 I 274 1 /2 2 /4 Ia.� 2C�8 2 l ;. w% CQ�t jMIZI�i ;455 M$L BARtMEi`slC. R1rLIII . RHA E I'--tP-2 CA ? ,I R— 51WGL FACKA M O EL 50 RQ 008 ME2`7 FLOOR a 87 � 7. G O Z. I IB +3 8o EAF 208/ 2700 j 0.&11 � 270 ! I/Z 15.8, 20 / 2- PKA� i N P- `} ®DEL 0 C i-� O M Oki ( SE M cal T �O 7G 3aQ 2, i Z.2 . I 1 �� 2CZ/3 2d00 0Z" 200 I %2. 9�3 3 2U�3 f t COOLING CAPACITY 15 AR I RNTIN G, Wof7 D .��T� W, I KIDOOR, COIL ENTERING AIR TEMPG RATUR,M AND95O F OUTDOOR COIL 5N T R ING AIR TEMPSRATUPCE HEATING CAPACITY 15 AP l LO-TEMPEI ATUR6 RAT-ING S.70"F ID-5. IN. 00R. LOIL EN7ERII.4GI AI9 T EMPF-RATURe AND 1'7',F J5,) Isn't@' W.. OUTDOOR 1= I47EIRING ,Ifs 7EN/1P5RA7 f:R' , It PI-f l: A01-.BID PHA5 ,Te ' i P-4 HP-&,HP-7,HP- +HP-3 15 1DENTIC .L UNIT SIZf Ta }-��-���{i�-5��� C�C�i��lS IDEr-4TICALUN17 SIZE TO HP- N0. 1 HP 10 C30O C-FM is IDeNTICAL TO HP-1 . r A\IR CONDI I IONING UNIT, NeT CA 'ICI TY AT 8D° DB. REHEAT NUMOIFIE - DISPDSABLEE DRY COOLER GLYCOL PUMA' C 0 M PreS 50� 5y M►BOL MANUFACT'I RGR � MOD L NOJ AREA _ -(0 WB 5o 6 R -- _ FAIL. ALE . INFRA>aIS� FILTER AT 9S0 A 5jC- T -_' - r�EMARl�� � _..��..... � .I,NDOOP, I+ - HP PAPA I<WVoLT _ l��r FL LR,� 1� RV B= H �, SIDE �-IP \)0�1Sr,� 171A LIMA VOIr��i� AG —I LIE5ERT CISALLIENG"I, 2 OMpUi Erg 1`/yy M Go, 000 Z)C>00 f 1 IT/206/ I14- Hk 4.820 2. 1e> xr 20 *S '5e3 11.9 208r i I9. 5 152 206/3' D • � 5 Sy' "A CAL SPECIFIED MAQt3F. ANC rvjODSt... 1Q0. TYPE ARIA QED FAN CI�'M SCHEDULE wL. F:LEC.TRiCAL. __ Rf>DI }.(� �Vo�.T� -.�� F0.1 INT F_QLCDC. STAPTF2 F3Y INSTALLED `HAOUT-AC,.x.. RIP-1AQ► ,�tjz MC> L' Ij ' --.._,_......_.___.._...__.__... _ .w.w.....»-...«+., ., k' .....�.v -mr N0, 'BC -��- 150 .. eXHA- 'U 'i' � iC)IL.�T � �O i2� .r..+.•+.e+...wr -- -- /s C? 1 15/ 1 QGH T /}+��\j J K`lr CAf M O � t.._ i V 11 1Y(/ VI1 y` EF-2 PACE „DD" M40. SC•ZD-150 C It. 1Ca axHAusr TOIL.E5 29 120 OJS — -- ► .. �5 0,1 1 I5/I LlGH SWITCH 5Ie-Y CAP I/IOOEL tl RACE M 0 i__) E �,. Ncl l- tI I*" I C 7C)IL; T �5/7 9 Uti29 5G5 I I I /q- ? 11511 FAIL 4:1,,3 BELT DRIVEN ! P ACE M 0 D 1 t._ < SC ' ' { J P-0 F 1 I . T� 13 �113 i ! 1 C3 as I� Ile `� i qP I� F �E BELT, tD P?. I e C, 1--� A r� I C A L L G lkll', 7D Symbol Description Symbol Description Symbol Description Waste or Soil 12 Duct (1st fi gure, si de ...5 tis cG Ceiling Grille shown ) �'� or Register } Vent 1---=— - Lined Duct (size for { Si7-'E-, 1313F,, Top or Bottom supply 2o![Z _ net free area) I GF M Grille (or Register) _ Cold Water Rise (R) or Drop (D)tz, A88R • Top or Bottom Return Grille for Register) in direction of arrow I"" - Hot Water �{ Duct Section (supply) Thermostat.. Hot Water Duct Section (exhaust or return) 15'/r5 Transfer Duct Circulating , T with Grille 5 5 Sanitary Sewer 1 Manual damper G S Glycol Supply---- Fire damper G R Glycol Return " Turning vanes RL Rai nl eader ti t 5/1s CD Ceiling Diffuser, pS Downspout C P M Neck size I" W (Ex VT iz To P-5 0 C & 2" W HALL 1 „ f SIMILAR WORK BASEMENT FLOOR, �FNT.. CAUT ION: 17LO R HEATING COILS IN TH I AREA a-.e..a...M.- ,...�..M.-..-.......�.-..._- - e n z c • °a 0 a n i W Qo Existing remover" thermostats. cate control lanes in floor or outside wali, verify. ifi in floor, conceal new lines frown outside wall to connection Points. Control tubing eXposed; connect rpl f'f Or>, e ..i=ting .removed thermostats sL,pply' and connect control side to existing lines to Moor coil control valves,, contrctl both valves from same er'v=': 't t , (� Existing control box for floor heating coils. Relocate existing thermostat to new l:tacation to control zones 4 u: 5: Control valves located in boiler room. Peroute control tubing as required. Patch. surfaces disturbed. to locate and ^_2Lte control tubing. ?cutenew 4" down spout in wall. Connect to relz. aced roof drain. Connect to'existin drain in crawl space below. Connect to existing water i3IiEc within plumbing chase 1/2" HWF and CW lines to serve new P-3 fixtures: and CW lines to serve new P-2 fixtures. PLUMBING FI E D . 5'013 d L D E S C. IR i P T I C? A.I Cd ►O j�IA I . V. I G!/�,j I -I wV x _NCW Ro MS 20Z P-1 WATER CL05ET 4 2 ;>=xIS►� a P-2 URINAL 2 1'/2 1 P -3 LA VATO RY 2 } 1'/2 /2 /2, '- S H O W e R 2 1 VZ ' VZ SINK 2- t 112 !2. 12- C' - G WATER CU } fi ! %2 colvi PI Irm S OP P-7 SHOVVE 2 i 1/2 ; V2. l2. NCB ; P- DRINKING'FdUNT4!l 1 E tI >TiExt,;::'T! 0<KT , NK,)T" I N0"rE_- ° +`1 IRE-L_)5E C..Xi57INI=L U:5H VALVE. (DRE-LOCATE- SHOVUER4PI 171NG5 FROM MtNS Re�,TPZM '7r 3 �XisT, WALL. MOUNTED DRINKIN F0UNiA1N5 SHALL5Z MOVG'D FROM 7+4EvuALL XND RA 15 SD TO PRO\,/ICv At r�aM HEIGHT T OF 4-0 ". 14HALE... 1 /2 HW C I 2 5 AT' I- I .2 V. 2 �TR� P I `i r l P 7 , li 2 CW V. I1 1 , EX I ST. - �'12" C W CW 1/2" H VV 1/2't F-IVV I 3/4u CW TO HOSE NEW CAPS ��-' BIB (E/\15T.) BATIK 25 FLOOR PLAN - PLUMt9_.';N(- 5 C ALS P- 0 2 SAT I tI 4' U -1. 2;, UP TO P-7 1 4t'W z EX i T. " W q ' 21, UP TO 4 \N co 'L F' 3 BATIK 25 FONAT ION PLAN LB(':­2 CAUTION'FLOOR HEATING C L N THIS AREA T IM�N , 1 __—__,_ - 5EE Y4" F'LALI -- -- — 715P �L.a`) lit RELOCATED THERti4057AT TO -vI�IlP-�t.iL. f'i.Ui"� ('1�1iNw� N TH15 CORNEA OF BUUDINIG. CON WE CT` TO CONTROL VALVE it`,•i BOILER R00I\4 . GENERAL NOTE. ALL WORD SHOWN 7HI'5 SH ET SHALL ae E31 D AS PHASE '. WORK EXCEPT' HSAT PUMP ---- -- i CQU IF MSN i 1_I5TCI� AG PHASC ZL SCALD 1/ a`' ►1 r NO P,7 H m NOTES: 1. REMOVE EXISTING HEATING & VENTILATING UNIT AND ASSOCIATED DUCTWORK, GRILLES, REGISTERS AND PIPING DESIGNATED BY CROSS HATCHED LINES. CAP HEATING WATER SUPPLY AND RETURN LINES AT HEADERS. RELOCATE HEATING & VENTILATING UNIT INTO CRAWL SPACE TO SERVE MEETING ROOM B-9. UNDER ALTERNATE BID NO.1, DELETE THIS WORK AND ONLY COMPLETE DEMOLITION AS.NECESSARY TO PROVIDE ACCESS FOR NEW STAIRWAY. 2. CAP INSIDE OF LOUVER OPENING WITH INSULATION LINED SHEET METAL, i": THICK LINING. UNDER ALTERNATE BID NO.I, DELETE THIS WORK. 3. REMOVE ABANDONED DUCTWORK IN NEW STAIRWAY. REMOVE HEATING WATER LINES AND OFFSET WITH NEW LINES TO PROVIDE CLEAR PASSAGE FOR NEW STAIRWAY. CAP REMAINING DUCT OPENINGS. 4. REMOVE EXISTING RADIATOR TO PERMIT CONSTRUCTION OF NEW STAIRWAY AND REINSTALL. MODIFY PIPE, DROPS TO ACCOMMODATE NEW STAIRWAY. . 5. DISCONNECT ABANDONED DUCT FROM RISER & CAP OPENING INTO RISER AND END OF ABANDONED DUCT. 6. REMOVE EXISTING DRINKING FOUNTAINS, WATER CLOSETS, AND WASH FOUNTAINS AND ASSOCIATED PIPING. CAP WASTE, VENT & WATER LINES WITHIN WALL, FLOOR AND CEILING. 7. REMOVE EXISTING HOT & COLD WATER LINES RUNNING THROUGH NEW STAIRWAY. CAP AT LOCATIONS SHOWN. 8. REMOVE EXISTING EXHAUST FAN, DUCTWORK, GRILLES AND ACCESSORIES. 9. REMOVE EXISTING THERMOSTAT AND RELOCATE TO LOCATION SHOWN ON SHEET M-1. 10. REMOVE EXISTING SINK, LAVATORY, WATER CLOSETS AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN WALL, FLOOR AND CEILING. 11. REMOVE EXISTING LAVATORY AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN WALL. 12. REMOVE EXISTING WATER CLOSET, LAVATORIES, AND ASSOCIATED PIPING. CAP WATER AND VENT LINES IN CEILING. RETAIN LINE TO OUTSIDE HOSE BIBB. CAP WASTE LINES WITHIN FLOOR. 13. A PORTION OF THE RADIANT HEATING WALL PANEL IN THIS ROOM WILL BE REMOVED/DISTURBED BY WALL DEMOLITION. LOCATE SUPPLY AND RETURN TO WALL PA4EL AND CAP WITHIN FLOOR. TAKE CARE NOT TO DAMAGE FLOOR COILS IR THIS AREA 'WHICH WILL REMAIN. 14. REMOVE SINKS, LAVATORIES AND WATER CLOSET AND ASSOCIATED PIPING. CAP WATER AND VENT LINES IN CEILING. CAP WASTE LINES IN FLOOR. 15. REMOVE EXISTING FLOOR MOUNT WATER CLOSETS. RETAIN EXISTING FLUSH VALVES FOR USE WITH NEW WATER CLOSETS. r 16. REMOVE EXISTING 'WATER CLOSETS AND FLUSH VALVES. CAP WATER LINES 1,1 PLUMBING CHASE AND CAP WASTE LINES IN FLOOR. RE-(r-,E FLU5M \/ALVES IN '^ zo+ 25� 17. REMOVE URINAL AND FLUSH PIPING. CAP WATER LINE IN PLUMBING CHASE. RAISE FLOOR DRAIN TO NEW FINISH FLOOR ELEVATION, RETAINING DRAIN.AS LOW POINT FOR WASHDOWN OF THE FLOOR. 18. REMOVE EXISTING TROUGH LAVATORIES AND ASSOCIATED PIPING. CAP WASTE, VENT AND WATER LINES WITHIN CHASE. 19. REMOVE EXISTING DRINKING FOUNTAIN. CAP WATER AND VENT LINE IN CEILING. CAP WASTE LINE IN FLOOR. 20. REMOVE EXISTING SINK AND ALL ASSOCIATED PIPING TO A POINT THAT REMAINING LINES ARE CAPPED WITHIN THE WALLS, FLOOR OR CEILING. 21. REMOVE EXISTING EXHAUST DUCT IN WALL AND ASSOCIATED WEATHER HOOD ON ROOF. PATCH ROOF OPENING AND ADD NEW ROOFING. 22. REMOVE EXISTING RADIATOR AND ASSOCIATED PIPING AND VALVES. CAP LINES IN FLOOR. 23. REMOVE EXISTING DRINKING FOUNTAIN AND REINSTALL AT A NEW RIM HEIGHT OF 40 INCHES. 24. REMOVE EXISTING AIR VENT IN WALL. CAP LINE IN FLOOR. 25. REMOVE EXISTING THERMOSTAT AND CONTROL TUBING TO A POINT THAT LINES TO EXISTING RADIATOR VALVES WILL BE CONCEALED IN REMAINING CONSTRUCTION. RETAIN LINES TO RADIATOR VALVES FOR CONNECTION TO ALTERNATE THERMOSTAT. 26. RETAIN EXISTING THERMOSTAT TO CONTROL 4 RADIATORS ON WEST END OF NEW OFFICE 8. SEE SHEET M-1. 27. RETAIN EXISTING THERMOSTAT TO CONTROL 4 RADIATORS ON EAST END OF NEW OFFICE 8. SEE SHEET M-1. 28. REMOVE EXISTING THERMOSTAT AND CONTROL TUBING. RELOCATE TO NEW LOCATION SHOWN ON SHEET M-1. 29. RETAIN WASTE, VENT AND COLD WATER IN WALL TO SERVE NEW WATER COOLER. 4 to M FLOC), € 1 .. 1l It R F RE T: �5-HW 6R TO 5`I(. �rI�IZTH REMOVE EXHAUST FAN) CR4S5 HATCHED DUCT WORK 4. A 55UGtAT GPI L L S1 HANGERS �- ACC-E SORJEa, n '.+ doc-) a f-,i C 70 FZF-WjAIf-,! IN A n 0 B 4" T1�I5►� N�E'o2 -I. 51 z Tn �'F�O`/iIB 11Z" CL.I :AFC Atil C) ECONOMIZER .-P 270CFM(MIN-) H05 up I PNASE I A LT. F3 i P A OUTDOOR ZP est,- f j IN42ULA1" ALL`5UPPLY I I p�LTI3{p- 1 j I I�ETu I0/5 ".® lu/& 12/4 759 iYP, OF 4 � F"A-E il PQ$ CON T. 0;7, DOC.TW � 6xi'5T, UW T) i � IZvi' HeA Ily SUFfIL AT 20 4 T5IF_ 20/4 210 C.FM A , ICa GFM 2 4Lr- csEXIT II�)1T PL"'Orm Til61 —2gA HP:5 ALT F3iD— I To HV-1 rlejo e4l" K i1411 i'S P90H THE UNIT WILL '�)UPrLY Al,Io IeETUQN 411. F-r*0M Mt5TIN61- 5c) PUCT f Et-]E-r{ 'fi 'Info T I Li 01.76IDE WALL C)F 1!5L<P6, SHALL F-3E S+ I M I LAIe 170 P-1a THE FCC X l J I I`_J G �9H +L Sono CFM .. . ,.Qov LAM ('25 CEM .. .. _ ..... ibrp 51=M /zlov C Fm .. _ ...... ! 30 C.F" 46 /2.o T-rr......... 4 f l` T I C 20/ I 4/04c I /1 4 H\l - I 5AC.DE 1 D ,E LcXA.rE HV- I FP�0141 Ex ►4:�i I N16i FAN F<)t7M AP.?OVF_ U 5P�Ap�Y E50 To CP',AI_.I L. ANP e204)PP, 1CO FROM CP),&IJL, A E CE 11. I SJ (:� , C0 N tJ EG'r Co L. GUF2,P)E:N1TL'Y SEFWiN6q HV- 1, CoNINIE67 H i ; N ej 6n 11. z i/ i' F) P,-T -.ip-,N ro V > TL# N MAIN, I r-� c>\) P,+4 EAf \P)CA oP • 0 4 •'�ex� I 1,2 /a. no _114-/G TER Apra SEW F19E nAM PVl, & CE ILa t4(:� PAN AT'IOJ 01 sKI tom~ 'I•`y Ei j Xi "1 A 4� ) 5HALI- M�v� �.XI�.� . E�XHAL���r �•I,j#2 clot jN-Jecr NEE:w LC oveit I l5gzo s(-eeeNi -ro EX15 T FAI\I nj r, E,-r �1/ FL.EX15LE 6oI"ItCTo1-, TizWN151rF, DUCT 10 "ATeHl FAN O_-n" er 51-za, .0W10E: P4EW FIZE5H Al iNTAK QALL oFst•{{t!(,; Gof-IEiw T To e,)oST, Pu r iI4 �A i poo , 1 jE►,J i4/IQ oucr EO FAQ MAI- � ue AI W4 -Tt->I LP-T, M 2 L.AA�,! D I t, l 6 fA3 FAN ?-ooM M4 OFF 4cE fY 5 C)FF10E M l EaTA OW14 K T1.1p I :uC T ABOI-JF. 24/14 SUPPLY DUCT bav) J l �l1LAT'E ALIL 15Llf'PLY �.. .' i2ETJ F;kN PLV r -V P, K. 114 m iir i 0 I OF•FIC MU E O.�� , AJ-EA. ! ; u 73CcM � , � �� � tS'�UVERTEF-3 2 C�.E(�I HEAD g/ tb Db -r -ro I4" FI cr�fw crEo � EFB�tr-, I � Lzr c fNt _ W10:� _- -. _ . - � tt j ,On" SHt L, NnT � � � > } f:.EG.�,F IC I hL 1 IF 14 IM14TI— f +A t ttC? t:FM' N �v tL/ �,i t3/10 P TC�T ` f--4 io/io c G T P� Cif 2 T# P a c� - Rf t2C) cF >- _ 2/$ 5 /8 —ter �/"` i I � i �1,lI�TE,Rk�/11N�+• t..'`� / r i I Pock-i K. I N T� I'S A�- StIAL-L !? tl—1 t Y a iG - t^ 1 , P` I"7 P'uM 5H4L.L. FZ PICAS E .13: 1•-oe- ::__ praflury23 QDrM 'L43- 5Xi-iALJ2T FAH I f HAS T-. 5AS E� bt r . Em-M i 21 22 I2/ta T5P, � 2a 6YHAUe2r AN d+N p 1-15 CFM Ci rli u-E AM PHAbE 7-1 Apo: ALL SUPPLY PX-T- i 1 i 1 ia E�Leokj IN OTC;sLp Fie A•T ec,) C i �._._-rl`b��i"'1..1 COMi�9�t�•-r' LlN%.���.•�I ���� Sr--GoNnAlZy GEe\/166 :SEE I-i'-:p6t2 EXI�aTItJG ELECtRICAL SITE PLAN H I t� .I�Ai` - C.� 1 ..►r�Ir l �Y 'THAT , 41 L L, L ' E O tiTLlfC.ICI.11'T'STUG=.1 �i 1�1II-° FL V e F''^TGH -TO fM /6<%,ri741.0 -6E -TIC 41 Se,- 7 CAP hf I A-f1t fJ , � I `T f G��.c L11 i Multi L_16M H- rl l,, c e I'Qc J I'TS IS �_'E dSE1D 55 ESF �IZL.a -Tv P�Tr—R lmI N e TIE Ll'T I'TIE%� r�ila11.11T Sul "TCM i` y ~� ��° � �-- � l�"T" I Nam" t-.I(i� t-f'T ! 1�11 ��:�N G(�GI.� li" I�l l l h.{f11 1-J.1't►�-F' 1 �' I•.l �1.� .h.J I �. , ��E.= "'f �� S�'�Cl �1�."i'7Of`�'� . f it 7 `" '° s* I i 0I FAP IT x C HO�J(,4T�- -rH F. VCHI 17 I l� jOi �Ii" G ; `�`; I f � � I L�If.�'t°$TI i�11 >T� ��f 1 ����� ,r�•`�'" `.i`i"1 �.1�-�V �.._--�,� � �' `a.�l`TG:et-� �.aTi�, E��i'�''1r�1 h.11 �Ti`�/' ��Ci�► ��l`.�T1 t�..1G.�f � 1'j�I�` �Tl o N -r'� ,� � teal 1�-T E, � �� 1�� � � �� �• � � � rt 341 is ��. ' -TO ��E - 4UZ�Ac iJpMort EtAt:'llp�IZ4 I iw , rl t I I Q i IE I a `57''-I L LEGEND EXISrINC� SY�1E'sU SYMBOL DESCRIPTION FLUORESCENT LIGHTING FIXTURE -CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT LIGHTING FIXTURE -6!eCU ..1 a OIe- 4-0 ,1 ^L L• - 1­10U�47SD FLUORESCENT STRIP LIGHT. CEILING MOUNG INCANDESCENT FIXTURE, Fo INDICATES WALL MOUNT. ❑ H161H IPOPCES, SJPldl-1 LIGHTING FIXTURE, ❑ INDICATES "ON ALL NIGHT", FO INDICATES WALL MOUNT, INDICATES POLE MOUNT. o CEILING MOUNT EXIT LIGHT, E INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. SWITCH - TOGGLE 1 POLE, 2 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL �r LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER COMMON PLATE. NuM15Ei_ !a. FIzONT kl'rit : 1LZ LET F_gLS ; N ICA7E il+E QIANT M' -NIPE A7 iK,:F,,( 704, (E, : 69 b QJ DISCONNECT SWITCH, Oj INDICATES FUSED DISCONNECT, it 1p!( 'E5 R�2LbLZ 71H<oW %-llT61t ® MAGNETIC STARTER, 11 INDICATES COMBINATION MAGNETIC STARTER. t � DUPLEX RECEPTACLE , i v , W,#, ABOVE COUNTER DUPLEX RECEPTACLE, a 42"t 220V WA DLl!"LE. CIE >='T .I.E1 e20kW'1 1,50 rAZTEP alWU t:) lc" v 00^ , •-='<--` iJa J® CODE SIZE JUNCTION BOX. -Q INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR - HORSEPOWER INDICATED ON DRAWINGS. Owl --I3 A-1�3 A-1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND GI_I LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1-1 INDICATES #12 tal FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF CONDUCTORS UNLESS OTHERWISE NOTED. aI NO MARKS INDICATE 2 #12 CONDUCTORS. INDICATORS GROUND CONDUCTOR. �E-T d-aeN r F 1 t � GI 9t ji-T CG7N G u_r tzza111pEp i`G' 5E. �ZEL 5E c7, ANP/t0t 9E 1-lE-�aP,&,T10N.11=_, FIRE ALARM BREAK GLASS STATION. FIRE ALARM HORN. a�a HEAT DETECTOR. EQUIPMENT BY MECHANICAL, WIRED BY ELECTRICAL CONTRACTOR. HEATING UNIT BY ELECTRICAL CONTRACTOR. PANELBOARD �- ELECTRICAL DISTRIBUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. ( O (GOIJ(L=T ll�l j EX EXPLOSION PROOF. P WEATHERPROOF EC ELECTRICAL CONTRACTOR. C MECHANICAL CONTRACTOR. G C GENERAL CONTRACTOR. C O CONDUIT ONLY. �✓ CA L Q F-AIUL;T i1.lTEpr�uc `E�. rHAlse Z PPHr- LluHTII FIXTURE SCHEDULE YMBOL MANUFACTURER & SERIES NO. LAMPS VOLTS MOONTNG & REMARKS t-F4c7}-I Lk� tw G F-4 # l e o aIa (2) Lf&m C; 1`Al-L1 sr s Ka � -G�4 - i GZci�LiWaS % 6eRr I ►�, L. _ e - 70 Zr ]la, f9 13 t 7 L 011 P .m___ FL VC rt#10 H 4r-5 4 ws- I1.tS�A,1., O kt:> i H _!�lUri- F-EF-) F16_j H' I -Ta< TAV 4CVS - W5 .. _ 1 L t +fs k rrH P ilpiEl rolz t;:l DOLE. . ep-L�E- 822- �40� 121.��.1 H2O - L11JNF=I AL, HCLl 4Tlt�f i-VOA77agl_''' E,X �1�� L1�fH�` �:UI�� S1E5 PPS � �P G�fEI.. D12 Ep F-t�UAL Li�)A 6A Lei U LA IOWIx r-1, 4 At-1 9412- VICVUL4�, m m 21 eCALV 4",..a, /-00WIC6 e04WCTOO!� "D -reeww'41UTE, 41T MAIO M,41" F"LoVe r-aW MAN Poor, 40ova rzl r i rzm 4) a15 A. I f f L jI -Ui A 7uw e'd 1 � A 6, f:;7 -2YzP e, - 4 1/0 714-V 1 4 6,;r", &a.C> 4AWLJOV Pee 0 bw 6, 3P4U i IY4116' 10 -;V H C$ef _r4w Co )f4 e&CAI� OLA e�� C112.4 44 -T "W c ( 'F-z IM ALL Ail[ PPIC-L /PPP �'T f� -* - - - I —14 -44 1 14 14 4 t/-rH44A ea'A k Z) 46�46r>LJLe C-Q N P 164 U "T to N. lz U-rluTq 6A pleQm 12 !GO _Wol U7 1\17 PAN E L 5� k. INM Z a V_ 1: L PLASJ5 LL u I LL lk 17 ! w ok t lZe00\1F, ALL WoevW E��C6TI116AL-> IW4TALlt, BLAWK CCV62 PLATFV�p A�r /--tiz— 4-'Tow e-u 2 !.e2 K-YA 6LJ64/9)00'T V9 1240 "50 'Teo -TO De PF_I`Av5'Vf:_o TMie PAS fZ00 J,40 n -4- A it to Q 0 1 Lo I 6F-2 701 LET Q L J I t_,m -T- C t c i I, .6ATI� 37,e A'20 A- F_ AFL 10t ..... ...... L T c 7 Off Pk� P-7 6 6 6F% 37k 6 C)L F- 6F -7. (DL' DFPIGE A- 141 I(v lei A-4- I37,V1 LI F I. it A 19. Li ;� i � ) 8 I 122 i I 1 j' '3 z P jo IN/ F777 F-7",r7 rj .......... - - - - - - - - 12E�-IGVE 'TWO (2) L16H-T FIXTUIZZE5 4T IHA� Loch,710W d Tf, ERICA AO 19 91'E�6,49 P. -Icz OFFICE, i OF v F G)i IZEMOVE FZEMAH,�IWO aY,16TIN(n LI(AHT F-IX7L)I2_Fe-.7 IW r�OOM #1 AN ZF,0�6 AS FIXTUP-6 TVF, (,oF--Z.ter Pill, 4- 1 ICONF 10, 0- 1 ?tb I �l 9 em i L­4 D L WUKM�J&i HA?,P'WA9-S TC (PMF7L6T6 L-4 Li 5 TA I P_ 31, C) v , 111 if > qOW FVF- W�,W LI&HT FIXTUP_e'� (�Z PLA6647). wc:rr,&t_L SEW L161HT FIXTUPLV9 AT THF, SAMF, 61,5WION 4- A6 706 EY,1r,-)TINb r-IXTUW-ec> IN K-com 41 4t F, o. k cl 05 OF-;;I(,F, FAIMnot,4-s� '�HDWW POR 126FEIZENCF, OWL.f, L _i\ ilk'U_ oT k v1_ e A PA?-TITION'5 T k u- D E56 INSTALLED 46 PA12T OP PH 1�, If, OL, U_ Av s ICI fo 1;X15TiN6 L161HT PIMIZE; 10 MMAN, ......... . ------- 6 PF Ige a 4 TO' ..... . ------ --------- I - _ GF-Z1I 1_3_ _ � Gf:-Z_._________._.___._-_._._�.._ � �TT�-'A-`#-ramG I .F__ _ _2t'. _._ I _____. _._ ______.. __A_`��5-1 __ ._-.TOW-C),11 0 F-EMOV6 ALL- Ul�TIW& 2�,SS,60 L16HT F-IXTUiZP,6 UNLFSev Ck 07HEP-WIGE, NOTED. 11,16TALL SEW 6F-Z L100-T 4:1 ja I dei' ff r3 14 Rk PIXTUP-P,� 919t6M.Y 6YE-9 OPENIIWC3cr HHEkE� 6HOWN, 9b V -196 96 PATH 6PiAM(a AT ALL PLA,66S KEMoYf-0 FIXTUIZE -14 1 1 lad r L T LOGA-TiON 15 15p 10 X, i (,F-Z -T IJ" (X\1fV-W WITH WeW FIYTU(zf,. E L-I63H-nKjc3 jIj wr7Tiw6 F,&Q ROOM A&OVe, J4KITOIZe, 41, hkf 130 !_T 6G,04P,'T Tel P­f,�MAIW, cbEF, GL,4EeT E 5. . ......... .... ..... .. n6p I To'A-24 11 all is It 13 FIX-rLJV-F, LOCA-TION -To 6e COOPWINA7 WITH H VA(, 7 10TAI-LATIOKI. + -f7 O-m - —_��4 -�1 4 h , L) IV l6r� AeIOLE�Z-6L, i IZ1 t 4- ti C F_ 7 7 F /^C,Ul-T TO HA70CEm" Ff�Nf:-� ,WeIC E�AlSrl�� 19 T� �JXTIAE 1&6 Inc)r-5QU-110 H6�JNJ7 6F-4- CF-I Z KD 5 1 I Q 57/4-4l1,4 EE OFF ICE s i t4- IL &F- Z. It 0 T it lorvi c� 12 n U_ E U_ r I I- C'z �, LJ \3 I\,/ its I o fi,t HFAc) i PH c r06 r: kl7i-i -I ,06MZOI:�AL, OP— 4-,�EO aQ_L4,� 1�� AA_ - 0 0 M tj ou 1 it . . .... . ......... . .......... 1!:11I� 'Tca L)_ 6�? N In I_l FIV 6 Lzt)4 liFOF15 gZ4zr I WGrA � �eA'N,_T'H ._ PpaVr__ F-0(4L �Lj -T*Lj 0� � r-- F*e4 WCA I­-cT LA 61H TI (3 Ft�:�QE -T0 E35- Ma!�,M__O q\/eP._ M A I N F-LOOZ 'L 1 (.1 H �i' I 1 G� Ill,. A I�l a-44G)LII-T To Nr:*-4 f=�AT_95, o 4 D i d' -E(_ T0 Q,_ 1100\/1 44 EX16TINEXISTINGL16HT FIXTI,)PEe2 FROM THE ------- -Tr JAPMMS WIVE OFF16e AV -EA, I !�-)d<-%JN MA"-( NIOT bE Cok�FLZTt�, f coi,-4 -,gAcrop. Stj*LL AN nN-'SITE , V14.) I T DU rrIE 15lPr.)1t%J& 7H5 C0471KA(,J-nP. �5HAL.L. 5E f=09, ALL EXI!571f-I(v (.HCcjrr�; -D L IF.616*4A7EP in ?-eMAII-4, THE coiJ1 A(,Tog, SHALL- IeEMoVE 6EAL- CAP AL.L Ae54t,,Ic)otIEo OPEN (n1JO111 UN L rtiagWP51E. IBC i PAt4EL- LJj-rt� OF-TEr— P-EMoVE, EtJTOZE N1 101Z SLJ& r#,NEL. FPEDagrz), CUT 1==LU6H IjITH F_h4� �F (_or-,Ic)LJI7t P-F-N/I()Ve rr -ZFAL. INSTALL N4BW 11�TEIZIO?_ FOP. SU5-I)lt3TP_lENJ710P,1 ?4t�1aL H AS -5HOWtsl OtJ P�kf-�EL 15CriEPULM,15, bc�� 5rzE i x 4011W j x 101, IMP. J& f:P,&WEL, IZFMnVP. PA�,ei,- AKIO ALL 'AN( F_X►5T l� �AL-L-5, t)t� AL.L t"F.-; ALL F_Nc),5 OP BA N A E . 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A4T&NCS ;-41LL 4,5ANI � -n4��17 69Hf:L17TP_ QZ?-f A4, imopuLe *t:7 H VAC., ET %NENG 13 14 41. 7F 441 1 f tKSE I 01 --- — ------- ------------- KZ7 If H. 4 I&IH Li j T, no P L J-11 r P- S F9 1 4 HE�F_Tj Lk� 67 I At- 00 EL rANEL Dwit 7 �29 vi > ...... ... .. . 14 L NU . .. .... . ........ ME .7 F" ts� I/ell I .. � ti. ✓ T L+.w✓ :-�oL- N MAY I°. n7 5E C.qk r. E CC�tiIC..--TC7I�1'iA l .l. A1,41�� f.: r<?IF. AN ' Y I I T ICU I G-� Tr~i I i s �'E I .It11 `T°tlE. GoNTeAC�T() 'StiAL-L- E ,ALL. EX ITT i N C� _� I�.C,U1T�� C�EI�P•IATED �� �.EMA��` 2 THE- COWTK,AC,TOe t-tALL: IiZE M CV E. ALL ,A5AI uc t-i W I P.1 h.J& AN L) e EAL Al JQ CA F A L i . - A6At,-I [�)o N E C) P I I ✓xI�T�N �'AN �. ' - M�xt I lTEI .ICE ., TA6 ALL. GIa L�►i E�" !N USE >�� l l i N G I P..C..UjT'5 Wj W ITH T U , THk1, Tr t`i i N, -r H W L,,i , ( I I ALL, W I Imo. TY i Ft� r-W, ()� KHW WMrl 'SFEC I FI EP W I IZ TI > , �EMoVE ALL Cal e(-dj NoT Ub A�-4r-> cIF'cul75. 50k SIZE,' 44" N►GN x �o'' WI x 4i/2" PEEP, * >Ar N Wi%+ oW,Iagt Foe I -Tie AMC VAS , .o � TiPSI� Ce iN "I .0 ►c�r�l ALAM -YET M (�U1i I�`I � "rl !-tEc;) I '� M ENT i N 91-OO M to M I G Imo fit'" O N ES AN p D Oct fZ. C�� NTAC:T L,C7GISTIC'�N �NI�-1 CaN L'�i `1"� I�Irihl I i'C7I N� �I �fli . MVI`°i ri FAME L. A�P ALA -ANC �IAir��j,�•fP �'G" j `"C" FI ALA .Pam! G\\ `-rW. j . FI (I=--AF) le-ELO(-ATE A;:) l rlO -!Q, TO !Z ffiCE ALAl.M Ar.INuN IA I Try MA►I� 00 I. IQ 77A LL- I`-4F,iJ FAw Et., ! C' 0VEe W'iY, CAJ, FLEE, F EQE-:`S 71'-IJ H F.XI TI`1`>I& CAN N 70 PAID E L. a 11 MA5-rEe I-IME LOCK- I�1r A I� t ` LAV 1 M ri I t i 4s� 1 S 4,I N FI X ; ?Aw fo L. V ME.'TE12 pT j-FI2UIIZW H6i6NY ABOVE 6iz&OF, C 1_!_ MOV9 I H lea OuIrLI&i TO 66M MoN 13AT1 t WALL M SNaWN : Aap G- M 9U&Pj ALTE,QQA'Te, 51 1 ispr-A&F- MOUNTFp 461 WAY jJ I-TH VOI.M(A 01Vf19FiZ. MOUNT, 'I-z" A�5OV e� t, Y t . 1 . 4 VIIIRE I�1 %3�7 . �f'4 T' .t-UOC-o LY t!° a MOUN, IN `R fi-30 ;ILD►I",t��x ! (o Y „ „ E'Efl. FAAA DIRECTORY ,.t f R1 KYA' � RI KVA .._ { �- CII UIT DII EC<TfltiY AM­ #2, IP Q 2t t . 0 1.Ita$476 0. 1.1 2, 1•0 41 ,15 Ito 5 42.A,bj1 I;d $ f,2 4 t l,1lp,17 a 1.0 1 t. o *q. In'y 1.4 3 tit 110 —16 # 1�_r frfo � 41 L . : � fi i a _ zi L14HTe gym ,,:. 0, 2 0 1+. L16Hl - # 4..!5} ,7 e%.H A,Uj$T FAW 1/4 N.p 040 '•�1NI �0?` I g' 4. L-1'6H I � i G i t «pIt� 0i[ •• r� 2 0 , . SU; T TRIM, G -GROUND PAUO I'•I A 8 £' ;,�rv,' 4 -�A1 AMPS REMAR . SAC%— GAS 6OLT CONNECTEDL OA.D 11. 12.467 �1,45 35,411 11541 ON 1a1�-EA ORLY, LIl�MT1W;l ? v ve w6w + MU`I.4F. Govej'. DEMAND LOAD i s- .. PANEL-. MOUNT a ., . y AMPS MAIN „ :t Y .: " .:ED CIRCUIT DIRELCTORY x = r. r �} JCIRCUITDIRECTORY 3 a s 2 2 aim ♦ •> .. , a r « f F , " r... a . f , z r y1� PANEL F, A A, ; C , 3' 0 4 WIRE 126/2 VOLTS ZZro AMPS -MAIN L ;s4c) albL� tgUlZPAe(,E MOUNT IN R0OM/�'. IL DtlN0A #12 TDR. FEED R I A 8,...;C3 R I CIRCUIT DIRECTORY KVA KVA CIRCUIT DIRECTORY AM AM:, I2E(,6PTAG1.►E•e7 - lZM 0 2Arlbl15 0172 W/ 1 1 2 26/1, 0.9 12EGEPIA,61.647 - 94A 4 J 1il ► 4# 1 t2, 0.�1 , . 1 1 12 t ,72 411 $,1 0.54 - i 314}. A Lc.0144 4110 - !Z M t $ t%."I' . 1 f 5- Z" N n . g 0. 54 Z eG PTA(, LS4i-:1 I 1 k ME IIMM i - all ® u a mom , r . j 172 'ME ARM 0 .. . FAULT �. • * i» C KVA ✓x. AMPS, DEMA-ND LOAD. 0. w a' FT PANEL 9 { . • % 0 R WIRE pow", TS ��w - .. AMPS pptl 33 bO V 3te �,UV-PA6F,- MO'U,'NT 1 N 300MJuUI'LD; �CA 51Z ToP FEED -� I��T DIRECTOR CIRCUIT Y TRI KVA A B C R I KVA CIRCUIT DIRECTORY AMP AM . . E 0.5 '3 --�- ' ,O.q 0 M4 0.5 5 6 0"q # 1.$ # 7 S 0:r"14t # M4 S 00 0.7Z. i 1♦ j 1-- � t 2 0,72 I2 PTAGLE =7-12M # M P a 1 l 6�p G s ,�y fit" :�,l 4, M S, 0, """l I — 1 —Q - } . 28, t 3 v 2 %-3g 38 -SHUNT TRIP, G'"CRt3UNIQ _MAUL¢u C KVA MAX AMPS F- 6t, R A RR\:1 W �, ) /&jY Y V $T CONNECTED D LOAD 5•N 61, ? e . ,s�5. +- Re,cF.TA PlRovid e, DEMAND 'LOAD Y 11>06 T-11W 61ZOUN PI N6 UC�¢ ,i I R _ a 0 -10 AIMPS MAINCIRCUIT DIRECTORY CIRCUIT DIRECTORY :1 x ON a r 7 i a WWI w : r , K • f e -HUNT TRIP, .g , • MAX AMPS i f / 1Yz" 601,-r CONNECTED LOAD 2.M% / 3.-14271 PANELSPIP A 1, C 0WIRE 24., /Zof s a MOUNTi ♦ ,r FEE CIRCUIT, DIRECTORY CIRCUIT DIRECTORY OVA EIM ME VA IIMM mm VIA IIMM VA mma N■ f m r ✓ � r � r . r s ,. -V =- . z._.�. MUM DEMAND LOAD d . ;z��.w � : •,. - - : - ,_ ` .�,. , �-•. -' ar.-.,:�c..-.. _. - �.v : ,�a.r„� r --- ..,.... , -. _- - ,. _ '�'.- �,< _ .:ice, - arx^. _ "#� J 1 1 IF RT FORBES P.S. ARCHIT CTS P ANN. RS EERS TA-_OMA, WASHIN T­- N' INDEX OF DRAWINGS BUARD UIRECTURS CODE ANALYSIS __.sywwcrea..scw�mc�av�,,.^v�mmam_t.awa�z2�rvv�.-..xu..xsm �n�� .z+cs-'csmmc.-..�v�.vc�.-uma�v�.-imm'x.sanuwvwea.... , mn .w<ry xmrvwnsxm�mmv cxzu It cooe_ 1951Z COPS J 21 I �! Y ✓i FFP,M• +m/ hr�e" M { " I 10 � h Y `�\ lC DAVISON PRESIDENT � - o��A .OY WILLIAMS VICE—PRESIDENT CIVIL j y F> ) - h l i f l %� P` i� N 7 I A. L c P . k i i 1 NI i j ` rO F"' G J, n FZ- � i� I~,� Y ` i () E:"O LA 'i i C 71'+�i ' l 'A F,l r L E A L, ��. C I i PT i G� 2 i T "`' L. N i a T,1NI L:-` '"' I T C L !t ;� OF OUi U PAN(—Y - CjF;',0L)r E� IVI l N! MERLIN FROHARDT ' � JAM � •�� ROBINSON � �, `� �', - �. i�' �. ;:� i (�' r.�..,�� �.! � 1 fi�.l 1''� ­°' � �' �i. � i�i 1=�.,� C`� f (�X �'�TI ICI C�� �i � � "` GIFT J �`� � Ksj A { r,i F= L..C) 0 F:.r F�'L.,,A­:N N Ib1"t 6L-H:.iDLi Lr.m'�• MAXIMUM AL-Lc)1,JA LFL, AP -, ICE, (I.,.1 rrt4 5 aeEF�A -101.4 rats 41 S ) L , MSUPERINTENDENT I 1 �A`,S4, A .fit OF �0 � A > i , P ► ► N - � N CAN r�Fl 1. SEPAP-.ATJON IJALL P,EOUTAgra Ot-JA i j .IF.P0!� EL,&\/A71C) MA«.lC7F, NiAei�r' SAL A �e L L DIRECTOR OF CAN U' A,,�) A SEFAAM iON ADMINISTRATIVE STRUCTURAL 51 13A. k/i E.ZZ AN I i LL X) t A SERVICE.S M A I �,J F Lei ca 1F_ F:Fe_A M t QA)CiMLJM 5LP I4EICi47 -0' FIZAV i*I(_v P'l..AIN A' J M i Iill�" ) N �@{p+`^e{y'�p I .d �` � ,: ♦-'"�,.. t .. �y#, �w' � �� u,u.w yr .a- � / ef' 4 �' !�` I..r'�... t f"�I �� WA� I' 1 U 1 X 1^J'�,"]Y}{1�I f'�k { l- I aY 1 i �ian i ' 9n! 1� � Ae�v `�-..1� ` �a �t `'.� 1F 13S?C~Yt.A ,€�V �.4Ft. p q /zAHRlk tl y e w fwb.lJ x✓ ate' ^"' �p+�! �� I "^ N� i CqJ� T IT I I J A x A f 7➢«G 2 % r < n w oy �` t7asr ' . FI F► P)514_)iA NC� NR1 ly�iAL IIS0 4r . ..o iv'. E1O5, i4t yr Qh ii kr r �o »t xM fRawG Sp 12 lA - � `+p t ` KA I - ! `L•� It r •t UiN S( Af �Aa�,� pis x��T[� a !:twPEh.ANA .t.,: !S',CN fHM� 11. 5• ; 16o�t. ' Sk i µYEStir+• Y SI MECHANICAL 4. TYPF, OF HEA71N(q- N , C�5�,, fi, {� wa., t,i , `-sr • tat' F� sr - a' � � T ,. .wr ) fi [ pp��q ! a...71iva*� ..11 1 f' J !.✓ T rSJ�T LJ 1 t A L � !SEE KA '/�+''��.�/y �`'�j �p*w��+" �y��J rTM- 4 ({�^`^ �+�ry yam^ M1M1'..�. I{ gyp ], ,•y� �p``o' ,�++� �«+�� a �.w , MUufiAn. < SMfA N. .1 + N Sf it M a!t- l3 :5! Y R$ I w./',..ve'"1 Vls..r+n'h.s• LJ •� 4w.r."r,� i !. / ./ F -.- i - /✓/y yy�� }� 1F �+�9^� ( , { q�/ p-^^�'/'`'� [p+^ !� %° %� (�,`y CIVIL, / \ / ({,�� /!A���',r mlmeel+..�. ,l��y t {p�J a•6AY CI V I L' � d'..�I !.AH ! 1 I..�CTUI •T'"r'L. ) i ''t01w $i ttfcray wNE v0 P�t yr.d § ^v Z < 41tr. F'FA YwI St 97N SI 9ttr 57 4f YM. t '/^��'�+ 9V' 4 � ` S �y��` +""�tr � t "�'F Av..a«• F t:nrran �'w»�"rM.++.. c . \`A' % 1l1 r� [/�� # I _ p /q� !t*m�m pp�?''+pp�',!«y` �E/!','� / }p"`�ly+wviy •4ir� SI C tif. SI '• r Hµ'Na eaIIARIN i l0 4'St� k /� IN i '' E(- 'A�l (4.P"" L � `-a6�r I47rA L, - I!SE I t F- 'wR' / � i,wi@ wF ) t r� i ; e''. Brs: 3q3 ,� 'r S P Y 31 f ' E 9r S r ///✓ � .> / w,«w'. ,= rp� (�, j (� � }•A. j rprr j {pamx �v %� C ., k M ). I �T FL00 HVA c t tA.Ah4 �, t .Rt POIN / +A N ON jti 4JN Siir S) StluM a HILL 5rA y. LrA•. E RFiO W ✓ � p'''y A ,re Witt `! ! « • ` gpp 8'llAwt t 5r dUW wEtd S! a i POINT J ^G✓' f�wuF WRr/!G✓�� 1+ s st w m' ' ceEca r sE K , 3y r S i me 3 ic8a7 E7� y`4/r/ a 14'ar/A r r ELECTRICAL Cr tv 7 y1 < � fer,Y !r Qa<. ^- A�U4E Al St fit '(WI, ^.<11✓/ :�: i\��`\. ' - �.M I . 1 � I t"°V7'A4 1..•S«..+ .i "" I w 3 "Al.'Af. °n"}1i3'1'A,AR YttP HOOL L'-a i1 �i � l✓i �' A i " ,.. _ �-�+ Ii"'t � �. � G..�* M � �� � �. � � i 1 101 � � ��� l� �.. �° � !�•-• I A �( .. y�'p (C�� f,�^�, � {�{{ {(((l\ �lL�Il�+� I J"'{ }'^�'ti�E,'� v9 fi qV' V fJJ p� k $IiNC i A i t 'i i Miw/ 5-./i e— L I& H E� r A (F !✓ f 6 1 Ny �/� 1 i✓ a~n- P� f LA i Bremerton AWN oil 'r.✓ �E 6 NV- � � .. f' �� 1`/ i./ W '.sltr . 4�. j 4 A I t t 3 +• .0 O a V V! I 1 ' Pox oRcH Aao 15 & NGIN G 0 p i32� 2��a 39�0 ArFrzoxiMATE� Sc&E N Fi, / \1/1 c ikIj IATY rllllll lot 6 f W�T d t NOTES j 1. THE LOCATIONS AND SIZES OF EXISTING UNDERGROUND UTIUT1E`5 ARE 514OWN IN AN APPROXIMATE WAY OMLY FROM INFORMATION OF 1 RECORD. THE CONTRACTOR SHALL DE'TERMIWE THE EXACT LOCATION ANO SIZE OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ' r ` THE CONTRACTOR AGREES TO BE FULLY RESPONS15LE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL. UNDER- GKOUND UTILITIES. 2° BA515 FOR NORTH 15 ASSBUMED, i.e. MIONUMEMIT LINE IN EAST *714 STREET FROM HAYWARD AVENUE TO tRON5IDE'5 AVENUE t5 EAST. 3 BASIS FOR ELEVA71ONS IS CITY OF 69EMERTOIN , i.e. PAINTED BOLT ON FIRE HYDRANT AT 5OUTHEA5T CORNER OF INTERSECTION OF EAST 137" STREET AND IRONSIDE5 AVENUE IS ELEVATION ?l02~94. 4. FOR ADDITIONAL UNDERGROUND UTILITIES SOUTH AND EAST OF PLAY AREA SEE SHEET M-E 1 OF THE PLAN5 FOR THE 'ADD►T1ON AND ALTEKATIONS TO MANETTE SCHOOL" DATED 14 MAY 1959. S. SIDEWALK LOCATION DRAWN PER RECORD. EXISTING PARKING STRIP ON SOUTH AND EAST 511PES IS NOT SHOWN, (. CONTACT ADJOINING OWNER BEFORE COMMENCING WORK. T. CON)TAC:T C..ITY OF 113REMI- TO1aW EFORF < ECZI►�►NIm W4RK IN CITY RIG14T OF WAY. 8. VEMOLITIOM (RNP RESTORATION) INCIDE 4TAL.TO CONSTRUCTION ®F NEW UTILITIES 15 NOT SKOWN, 507 15 PART OF CON79AC.-T, 9. 50"x30" "Do NOT ENTER", PER 95-1, MANUAL OF UNIFORM 7KAFFIC CONTKOL DE.VICE5• INSTALLED ON 4" X 4" TKEATED WOOD P057 WITH 3 FOOT BURY AND I FOoT CLEARANCE ABOVE GROUND. LEGAL DESCRIPTIOa1 LOT5 27 AND 28 OF TE55ETTS DECA'TUR ACRE TRACTS ; EXCEPT 5TREET5° N 9_0_'oo`oo"E E.l(.TH ST. Z4t.G8' R 25.00' 5CALE, I"=100' N 89058' 37"E Zt)` 221.75' N UN �Q m w o o A Z ® 00 Q iZA ZZt.83' - a E. 13TH sT. 24l .i4' N 89'56' Zt" E N 89057' 14"E 241.83' N rnair• r'111ZR_r'd.°ulr. RETA wr. WALL i RAILING Vy l..l. CONTACT CASCADE NATURAL GAS COMPANY FOR LOCATION OF GAS MAINS AND GAS SERVICE LINE5 IN THIS AREA. EXISTING SITE PLAY AREA EQUIPMENT LEGEND kp p LARGE RUBBERTRAc-roRTIRE EXISTING. DEMOLITION W ® WOODEN SANDBOX AC, ASPHALTIC CONCRETE ® THREE CONC. CULVERT PIPE CoNC. POKTLAND CEMENT CONCRETE ® METAL PARALLEL BARS CAST IRON C,P CONC. PIPE 50 METAL JUNGLE GYM FF FINISH FLOOR ELEVATION © �J METAL CHINNING BARSR° PER RECORD FVC. POLYVINYL CHLORIDE 70 METAL MONKEY BARS 1,E, INVERT ELEVATION ® METAL FRAME SLIDE MONUMENT IN CASE MANHOLE (MH) v O METAL CLIMBING TOY 0 CATCH BA51N (C•8) ■ O HORSE OM 5F'RING 0 , CLEAN OUT �, DOWNSPOUT (3 11 WOODEN "BIG TOY" t • H05E BIBS V ® RU86ER TIRE 1N CONC. 5PRINKLER HEAD Z UTILITY POLE �,. ►3 BASKETBALL HOOP ON METAL POLE 7 t. 1 SPOT ELEVATION FEWCE -TYPE, 5kCK570P �� FENCE Z _. AERIAL WIRES _ E UNDERGROUND ELECTRIC CONDUCTORS uT UNDERGROUND TELEPHONE LINES CoNC. CURT SEE MOTE 7 _... _._ . <...._ _ 5ANLI7rAKY SE"AJER �STORM DRAIN SD ° J- WATER LINE Z - CONTOUR LINE -- . TOP OF-5L-OPE ROCK RETAINING WALL CONC. PAVEMENT a�-V.q - PLAT AREA EQUIPMENT - PER TABLE ° w FLOW LINE - 50TTOM OF CURB MONUMENT LINE CURB (A.C. OR CONC) --• PROPERTY BOUNDARY LINE A.C. CURB A.C. PA\lEMEN-T A °COW,a),KB -04. HI 1 74,0 /¢COWL. KETAIN1114 ALL . A10010 ;AND W1 .° "Z� e $$ i _ r„ „ se 27950 • 'gig p' jZ ` 4. i , -79 273, :CURB` Iy'' ,cam �I' " , • � ,�`„a` j � ,00 � 8. E I ` L . _Z,�` I PLAY E 7 •CON. CURB SEE NOTE -7 6�CPLNKI LINK r7 ° it RAILING • .r» 1pg $ < , 272. a. TO'Pf' - `70 7 PLUG END INcol 2( I i° W'AtM SIT ° . AEI ;I ILK I n` .IDs i 4 MA2 t, 1 im= '08 TO 4'%:2Gs,88 90 7 • - - € 4 EAST 1 T �C,L DEMOLITION PLAN SEE NOTE S FIELD BOOK 0862 BUILDING WALL OTC CONC. RETAINING W L LS / vEMENT CUT LINE CONC. B PARALLEL TO WALL A A AC. AG' -4- �.6tI _TAG. - _ .fG _ .•r. a . . NEW PAVEMENT ���,�. a d ° UT d . -a . A a d.. d.. 4 . a . d - . d Q d.. .� a a d a A d A 4 4 A 4 0 a Q .d -4 6 Q C e l��' p © fl o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o OR o o ° o p p o 0 0 o d o 0 0 o C) C) O O O O cli O p O O O o O O 'cJ c7 D. PLAN NO. (o , TYPE E-1 Z p o° o 0 0 0 0 0 0 o 0 0 0 o o o tit�al ill�4rt t tlr �r gut rr irr� try r� Ir (it r( Err- t =r� —il rl�t t ir�rtt�rl ll U t YI 1_ ltl�Il -(�� �-lirsuy�l1� i �tt�nl�tr�rtt lu n�rtt�tll�rLl�ut A(fit It rU�tlr�u t( nl�rrr ft�«i rt r llrstti rrl P TRAN51T10N (PL M MINUS SLOPE) tU�ttl t(t�ttt�ttr PROOF ROLL 5U6GRADE Z" MIN. COMPACTED DEPTH, A.C. , CLASS "B" ECTIONJ /"1—A 2"MIN.COMPACTED DEPTH, MINUS 5/8" CRUSHED ROCK O MIN_COMPACTED DEPTH, CLASS W BORROW NOT TO SCALE ttwul I Ivc $ID °A"I SECTlu" D -- g T'NOT TO SCALE R E, e>At, PIN — Z EACH C U P ES STOP 12" LOM6 PAVED AREAS 4 Z4" LOM44 4RAYL AREAS I !\1 ST ALL F' L it SH W/ ToP OF CONICKETE. CUR16 -- OIA. TO MATCH HOLE. e !.° L"ORM4 CONCRETE. PAFZKIM 4 L,OT CURES y24 STOP „ NOTE CE.NTE.i� CURES STOP L ktiE MARKER OR. AS .' SriOWN WITV4 Z' SPACINGi i TYPICAL T P Wo SCALE COsJC,CUFF-Oe 'HiGH- , OqC, C K w ,-1, F IGH MATCH LINE, 5A5F_ BID >C 3� € , K Tk1fVM WALL 8 I ' .i #•` C�A1NT 3` WOOD AD WIC P K COW zb4w1_ i ^A C • ,' 1 a Ac i h ( N Ac N. ACfj i< k Y t ok '# •• E..ibVT SiC�hj I ®a { SEE 6c,10`TE ! j l .I_T C-1• t In;'k 31® •' �" ,� : • - ° p` t 3 £,r• . V > J � C� .�soa �.•C ..,SK9a..-. 4 &Q$,k •'� > ..w�,,,,,,,,...."..-^`•.,'^" h ri 4 A A 4 A d 4 d 4 p O O D Q Q O 0 O D ID ° o 0 0 O° o 0Q° 0 D 0 0, o 0O D 0 © d 772_i-��Mlkl. 0 b Dill tltti�tll�ttr�tTl =ilr��PROOF ROLL W13GRAVE CAMPACTED DEPTH, MINUS 5/9" CRUSHED ROCK Io" MIAI. COMPACTED DEPTH, GLASS "A" BORROW TYPICAL SECTION- GKAVEL PARKING NOT TO SCALE �LA NT S C__''\HEDULL& NOT �OTAN 1i NAME too _ - in C3 3� AL A r A - - GkW0 CAN PLANT v, 6. IN PLAWF,_ e0k% by 5-AT 1:w>t'u, poop'.. Top 5SDc:) NJ fit IvlU LC, n (1) to NGC BKK MULLk w LQCATIS PIS: ?M:> �;CH�12UtS 9 ACF-R_ 9U13�LJIVr 1► �Ilrt'` I - II IX`I` TRIM DPP Kl LDV'i M4Nl , TO ID1 AIoV5 P,00T 5ALI. t ' bAC Y,- oY pao $UE6 At mr, ' fit Ra A� ��V►�i#�T� �TI� Lid S D �AR� �,M iN [F II 4/D It 5C%f1MNIfhT! \N K'� /RK,A jjf { i ° a a i -' 711(P CURES STOP � _ � � � �• '� ' SEE DETAIL ° 00 s �• , 3ls M14. a m�l Ii r F, E� I c A.C"Cu«gig K.:P a "' • ' t.' 3' Y3 WEWEED'` PLANTING 5EI73 ) , • tt, w �`i . `•^ , • °, i t 11 O E. F I •, MEN. -TOM - C Y a FOP,®VIOL CITY of E 7 PAI i"C : 1 '' CENA E.NT C;OialC1ZE I� EW�� ° - I� F� z ow --.= ._'0 I 'TYFE " FSK C17Y STAhXDP,\,PLAN I B.- ��UIDE.L3E i #, I •. T`fPICAL 8©Tld OR1v����« �. LZ,.mot 1 _j _ P ��s a .. , •,f� F a_ ... -., ,:.,.a:kL _.._ }} • C'. �. � � ... .. �� ,�" I•, -$>a, $ mod' �,` z': F '�.: �s,. 9, � ONC.RSTAIMIMCaALL `3 T`fP °,£ GOOFE.HANG WiTA KAILi�4G t , CONTROL. 5T UCTUKE I j Y =Z7i.00, . m m 548 k 272, STOP sE� R1ttl?t,i AVE, t I 1 #� D�`T1a.IL �,, , .��� - �� A�� � STm LID=Z59t 1 •t ®919 ,M $ {q} 'p`_` I { g t (NE.E,NAH 1I1834 OK 4 ®, EQUAL WITH SOLID LID) �€ 1 ® Y • 1: •>,' I ! Loft ,SECTt NS CONC. co . - Est = L JN ,• T,z`P V17 WEST 51DE5 OF CAZASI L FAIIU'3' STR`1P iPARKIN t'. F b`NOfL� H1�#u�— .. � , ... t� -: - I C�',,P,- i?A�Z1C.I �EEa• Ai:L_�. L I M501. •< P TA t SAC. ALL- A5 �._1ax i ."a # 3 e`t eats % Am b .RrI i I > C3 t3 I Zr 1 - ' I " y®qg®. + { • •4` 53, wgy. (®.� $ yg, � 9£ yy.�,; - FM`e dnY.se&m S �Ce gam+' 8.»v R"WiY He +�R': .5��-i6w&�Ff b w` , F� "F I S '"Ct w.vac"°,'^`n":"•. v>' \ w °; s, � �� Fes. DS 3>uaw.au„_ ° Y ems. F p • - �6,e,m . PATCH A.C. AROUND NEW AIK AND VENT WELLS �. FAT IN P �m� O B - NET �I�oN �- � � 2_ rok, LLJ N I I I �i ptA I 1 T LA - .. ## .. I t c ^gay > CID 0 C, m fit LEGEND EXISTING NEW AC - ASPHALTIC CONCRETE ANC. POKTLAND CEMENT CONCRETE C.. CAST IRON C. P CONC. PIPE FF FINISH FLOOR ELEVATION R. PER RECORD P 3 F %/VINYL CHLORIDE I.E: INVERT ELEVATION MONUMENT IN CASE MANHOLE (MH) CATCH BA51N CC-5) ■ .. CLEAN OUT . DOWNSPOUT X ° HOSE B155 SPRINKLER HEAD UTILITY POLE Z2{. 1 5POT ELEVATION 279.5 ��•.w FENCE AERIAL WIRES _�uE. UNDERGROUND ELECTRIC CONDUCTORS UT --- UNDERGROUND TELEPHONE Ufl S,AN ITAKY SEWER D STOW DRAIN sD WATER LINE CONTOUR LINE — QE - -w - TOP OF SLOPE ROCK RETAINING WALL .� --7" COMIC. PAVEMENT '-.• :...A� . , a PLA°� AREA EQUIPMENT F L FLOW LINE - 50TTOM OF CURB -- - - MONUMENT LINE COt.IC. CURB STo F' EDGE OF GRAVEL PARKING p•••••••••••••••• PAII-IT STRIFE, 4" WIDE ENTRY SIGN - SEE NOTE 9-SHT- C- I 24" DIA. SLOTTED LID PER NEENAH R-179Z-FG (� (HEAVY DUTY) OF, EgUAL. 8 PGOOSE NECK"OIL TRAPS L fl':w I3 ass ( GROUND ELEVATION ( FOR A-wn- f 6 INFLUE NT FROM, SYSTEM I:E:-?W OVERF1UOW INVERT 8' INLE-T PIPE `A t 10 ADDITIVE BID 5` ORIFICE E INVERT 1 z" I.D. t u tell SUMP 1�-W„ ®IA. PRE -CAST PER APWA STD. PLAN 37 ORIFICE THROUGH PLUG IN TEE (STEPS AND AD:I05TMENT SECTiOt4 N07 SHOW1`•i) CONTROL 5TRUCTUKE NUT 'TO 'ALE _ t, oiA. CULVERT }. -Al-, 1 ELDER - WELD PLATES LF 3V VIA. FIVE ETENT I OW LAYOUT NOT TO SCALE mtA.Itmum TKEmc" wtvTH -w" -TA#•SEN AT "R* OF K I MUM IASTANCE, , A 1S 8" .W LAYER'S TO I'-d NUNE 71M THEN it LAYEKS LWMK Pk\&- 3 AKEAS BOTTOM CXJAVK tT OF P#PE BEND FULL LEAIGTH OF r A KKEL F 3" MINiMtlM 15111 JCi MATEKLA.L.., WHEPiE PVC PIPE 6USEO, -PROVIDE. MINIMUM 5' WA6AED � sa,rav OKAIL GRAR�cw�aD FULL PIPE etRclJi#FEKE.Nl BACKRU- REWREMENT5 TO TOP OF -MENCk Ui^VED AREAS PAYED AREAS TYPE OF MI+kTE,RIA4L APPIl lEI7Olt5{ 'E CL.A_ APWA5€£.ZI6-2 I4O1oMWUS 2 " TS•##GKNESS OF LAYER ASS REQUIKED 4"AMC) M7 (SEE ABOVE) M041mum Vill —1 15111TY 90% 95% PIPE TRENCH 5EVID""ING NOT • STANDARD MANHOLE RIM AND COVER:T& COVER ' t BE GRATED OR PERFORATED. M 14 X 4 3 PLACE RL_LER MATERIAL. BETWEEN ECCENTRIC CONE, COLLAR AND STEM w. e� SADDLE OR FAB, TEE-----.f, DIA° POUR CONCRETE COLLAR i5' X 5 X 6") MOUND STEM s R -DETENTION CULVERT 4-fl H END) ACCE55--FOR " DIAME'FER CULVERT NOT TO SCALE ( $` wIDTN I PLAN VIEW 4' GATE �®a b 'Z`f ��A� 2$ 5 x 5 -- oo NOTES: I. OFFSET WWGIGS PCR.IV G 6A, TO 5IQING I'60' E.XI-75.FENCFt 2-LJ&WT FR.AMGt is/e" GALVAUI D TUBULAR STEAL. g. c-4A,m P05T5 tit" 3" C7 • D. 4n;ALVAF I E D TUO ULA•j� STYE L, 4. ALL- 67AT>=5 COV W ITN FAC3ta,IC, MATC.9 SU ITAr3L.E F€TtINC,S ND LOC44JMG aE.YtCE OP 1`44u9AR, C 1RDl,4 • A4_l_ tv3A RJAL. cxGC-yt- Q.L.LJM Ir JUM ALVIt-J I ZEC> . ALL Jcc) 11,14 VQ E-t--GAF-D AND> 1 3RACED V 4H ES2 VET N ECESS ,6Rf - F' DEST IAN GATE NOT TO SCALE D�E_LC IJ17 0RGo¢1,EfL FAST 2y7_" l.D.-5.79 POU �FT PULL POST 2 I.D.-5.79L35.�FT. 1ro'. VlliD I}i 3t�E Pc7ST'5 2"1.t7. 3.l05 LS ./F7- FVJ LrZP-5ELVA449 BRACc' POSt Ltt. C POST 2"!`D.- .b$LOS SLE6V j2�P�AIL r.0. 2.27LtiS./�i� "Jn_ - 517L& Z)4 ShR FAgRtG PSALtD t?AIL t'. � 1.D--2.27LPys./FT• O � � V 1 �, Tuuss fD -I>=,,JsroN wt� o iW{S-TED UP o NOTES: I. OFFSET l iiJG6 , PERMITTIt`1G 6 SNI'NG 180` � `Q o 0 � >� . SEL- ° 2.L1i=UT FRAhIE- Is/8" tJ.D. GA At�IZEP TUBULAR STFI=L. 3 . Gp,Ts 905T5 WILL BE 4" O L- .& LvAW I TUB UL4j;_, sTe-c-- L. . ALL 67AT-E5 COY -- H f=ABPIC TO TC1-4 FEt iCE• SUtTAT3LE G441h1 UIUK FA tG FIT 1NC,S AND cv_J1QG. 'D'EYIGES O NAL.LE"ARLZ tRDQ - UOTE5' 1. ALL GOUC-PLETE POST i3A5E.5 SHALL 60 JC,1ZETE CLASS'L'•, 12" D/AMC-rEFZ AND 3` Mill. DE AIL ivIA7-F-rZJ.A [;:XGczy.7T- ALUMIt JUM U VINIZI=U.att Z.Au_ PpST5 54-IA4_Le Sty I 'MAX-INT'ERVALs UNLESS ERYWSE ,DlFZQ.CTED 13y THE C,tNEGR., JOIMT5 V L AND 13RACED WHEJZEV NGGl✓"SsZ13Z`/' 3.7MKISt0A4 W19-F-S SHALL_ 8E PLACED WITUIN i?IE LIMITS. THE PIT25T FULL Fi4i3S21G WEAVE: . 4.71-#E IL.LU�ATIUE-1>ET.AIL 544Au xl F3E Cow5TRu A5 L./MIT] AJGr "7D >WAR 1 5►G DOUBLE GA-iE CHAIN L K ENCE NOT TO SCALE NOT TO SCALE C� EL.E.-T �D D EL E.._T E.® �. FIELD b(M 086Z r : , Vq C-Y c DOO FRAM, 7 Y P HOUMA MaT,kL A, PAINT i A' Hou.o w Mr-,TAi, pAI�tT � v_ Z �. vo it 9 HOLVCM MGTPL. n PAdi � �. PA►�;E. IT iDl , � �,, �i � S.C: V4,000 It.A1l. PAi�►'t, e,M �,ANI�� A7�1�6 Y. STt\lN Yr pNoi y�AW! As�ovE.is 6AW e = EXI�i 11�C� SRAM 0wdH WAIAk DOOR, SIZE5 STAN VAQ'iMAI x I KicoT ItiG 90*. P. 3�-0It MOTE : DDD�:S ►1 19 OWU1�11�ERGU ' _saleI INc ts To F . Ps- u5w Doo �- ' (�ooR. L ��ENj iPICA S� �- Ke f PLAN �0LCXAT IDN OF �XK;ec" poofZ5,1. gplsUSk DDDIZ�;, 0A -.UWA , ►�ist��Ei2. MME5 . KS- FIN151 PD©M 4 F?• � + - . 6, vb 4 1`f- DNG`� � Vfw•i�4F`� SWIN6c., SiZ1 S tPORS CON5TRAUC•�TION.6 Dpop, i,�Fs- o-0 CK- PRAMP, TYP15 NUMQrk� ON pt.AM Null ON S5 Dom, ICE -( D00K- 517- _A w5n W4 Dcm., >~ o, f;'-)fi 141504 L,044<tION 5 IN 6.*PJT'6 ANO/OR t494 WAL UE7 A, :91$90, 6 P\OUN 1? • v. VY V NC � K Fl. � 13�►��, �Xi°�TE�C� V�I�.I���,� . , .:. WA1I�IvC�Q I�1�1�J'. 1.-�ALi,� I�..�t�� , � 1 0o" N M X�S�� Fkz?� NEW FLU , Each � � �C� EAST W1 WEST v T ; � ���o yu 5 °. F446H S0 r EXI�7 t CL . `:NSW GL � that y j1T ., - _ .� ....__-._ _.. to INA . tom..? ,., _... ... - _ _ __ _ 1N511C:, �. - -::. _. _ .�11)�l?D��1 k� ;.. � SKYLZ�4T G'► 1.. _ _- ._-. - _ - - ---4 FIG 1; CON Fri.�ic _ ....,..... _.. _y/. ... {{ VYr r 1V1fF� - � '�-+f{^ �r -� V� :. .. -. _. ':y�_+/� � -.. {( �� . .'.. A1,�._._..-..-. `.�.. .... ..'�..'.� .".�� •.-'a....-.._:�'i_'^'..:..�. :.-j�.-/'�� _'�: .. �A,..: k!J1kLR �'._.. .. -_.. ::. ......... .. _.,. _ - Ml1 µKS ._�.'�yy�, .... ^Ywf.�, • s _. � GLA7 1 ._ (,, .��.. G. G ZED I,A :�' A GLAZE . - T r `2 kLIG 11 IN UI�3f�1L": . !kl s : 0� � i � � •�`T, CPT.,.. �l :'_ :. �Z.. _ . ?I., : _:: ��t iA:.,.... ,:i.. � .. ✓.�F.. '.�'.Y.,.1�t_ a�f!tJ ..:: {_, .:, .�. -: it _:.. '.�1. _�. 4ML 1W.Y Srt, - ..... u Df W- -7fm1oa5$FwAM..-.- F 1 . V A KSA _ A _ Ff _. _ _ - 77 GLA - - F.L.EGTRIC,AL 'VTA1 _ .WV4 . ....•. ». .�/�/!.`\y/3 '. �• .. -.." . t ...,.5'_. �"i .... .. .. .. err ,.! ., l+Y� Yril�i iltlt 14A • r • / �-/� � 7}/.�►k^... t: ►INS# u, klvrv%• lNST�- EY L(X1C,INl4 tf 66 r-w5o Wt 11'y +•�Ii ADJA4t 4-,r� aDs. 1+.f DETAIL Y. >4 7 A Remove butt=ap :roof i nq comp I e te I at- al 1 1 ocati ons..q-, exi sting y W \j j inspect sh i p lap ove raj 1 and n architect if - deteriorated. I umber, i s f ound. iwi nqs for se 1-c� nection rpopiro-fo -f See strt!ctu.ral dr i sim con n :s. Trovi&7i/18" pl yw odd roof sheathing (S.Ieie'� Structural Y. :s Provide rigid j nsul:a'ti on: (R- 14'. 3 --ml n. a over all roofs -,as- indicated by shaded areas di 9,g6 nAl lines)'. Provide pressure treatedwood ria i 1. -#r s--- :at perimeter of roofs" and edges of ins0etion to-Miatch thfOrve-ss of insul'atio," (canted where ..rood nq ov7rSheet A-7 Proy-fde- new metal; 11 aibing at, a+1 pe ri mete r"e-dqe s. Pfroofs unless indicated in wa11 sections or elevations to 'reuse existing'. 'Sheets A'-4, A-5 & A-7. Provide curbs for mechanical roof duct ietrations w/cants ,and ffashing.. Detail., 5- A-3. $ee al,so,, 4, A� 3 for wall penetration -Provide sea] and flashing At all areas to make roof -water and weather tight.* See wall sections on Sheet-A-7 and elevati ons on n Sheets A'-4 and A-5 for additiona'l.references to flashing, roofing, io- insulatn,. sheath I i-ng and Miscellaneous. Also, see. the-struc-, (-A N 'r Nvj, ROOf 1 W 6 1 in Of vg;zir:%� :S,46 V Pfzlolq Mp sep, L, --ra sA Eck L %ZOO it, N emo 6915Prl�4e4 rlxv�lw% out LIT -UP ROOF-1:1N4, Uj,,K)N6 eulvr -UP ROOF;) t4G, VeAfAlf 91P LtXAIWN- ir S ti ti ' s 9 - 01 C L f r ;f k its Note", FOP- WCAJIDN OF Al 19 CK 1i�i-aNt 5a�ICKJe mac` '_ = - - qq t' :4 ? fa t e t ` t 1 i +� 1 � t� i� 4 `+•is' I i t 7} f kk l: t C •t f {{ e 3 t `t j t '1 f z �i {{ i t i j t 1 f a E c i i s t w ii j S i� } i} A f f1 } � f i i d { WSN —�i pl��l�tlp�m1Xtl1 Y �Iu�IIIIN""'=�"�NN9YiII�IIR�I "' q�IBYI� IIIn�BV�N li�'�& 1111 Hill Ill 11 WIN 09:111"1 Eli 0 At- kA I L N 1.0nkcs ANy C>jzo m GIB%?s I� �X1 ` INCi M1NPW4cj* s S r i 1 ft� . -T° L F N t C- ®ii'�'i E tV t,(? L► W -r t0 X w1 t 3 / °' j Col L.►N&I ANi P. 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CE i LI IGH T ! i-E`� N . _ __ ___.-_.__..__ _ .._..- _..-_�_'__'__ _. __ _,_.. ____..� ___- _ T_� ._�_ s _ _ _ _ i 2 / 2 , GRILLE _. _ _ . _ _ __-w._.�.'___._.______ __._.. _ _ ___ __ ___. _ .. __ _ ___._.._-__ _....._.__�_. _ , 'S- . ,� __ I . T aR € 2(� f 2O C i� R i F' - s`,' I RI I�i K 1N i' U t T AI i x �T Ki.�'t x t sr __-__. N oTE 3 _.0 _ __. __ 1 _ _ A __ __ - _.�_ ___ _.._ -___ . - _ __ r L REFFI� Tt� ARCH. C)ING FO�t FUF F�i�{C� I SM CEILING suPPL TU TTLE / SA1L V_Yj NO..A BO . . � ___ ._ -i-- _ i I CSi, REGI5.TIER - - . Ir _ -._ - , _� -..: _-.-- ______,.-_ __ .___ _r__ _ _.__._Y __ �____ _ _._.____ € _. _ r 1 I I + I . . __. i I RE 05E F_X15T. FLU H VAL V 2 RE -LOCATE SNOWEt, FITTINGS FRom t-ltN`5 RE T Rwt. '% _ P1llIN FOUND` INS HALkR I F�1=MCVEy` S I. - 1._ :. -w, _ �_ _ ___ EXiST, vitALL MOUNTED D A ffi 1 k i €. k -_ -__ p, _ .�. .w .. �..__.. _.....� FRh TI-IE WALI. ,�N RAISE i O f1V I + Ai�M iE I -I i C7F. 4C3". _�� I MALE FAC.TtiR A Pk ELF_crR%CAL_ ' INST,&.LLe'D t VT€- .. AND MCADF_�. N sc. v� KvV!VOLT J - MANU�AC:.TUI�E� GI�! RCM ALQ UN iT' ; I-I01�cN I -I _ ! - ! f 20f3 /�1 HEATER, MUH�4?3-2 rUs' �I _, 1 I I . ��Dt��T uN � D� I . I . 1� . I � - I . --___._._ _ SCALE : i/.Y; I �-�'► 3 M I w _ _ _ ,_ ..... _ �_ _ _ _... _ _ _ € I i ., ,� _. - --- --- -.-- ---- _ _. _ I T3ARON1iRIC ECcNOMIZr�RH.-2. AZTEC, FZA►L"�1,NT" SURFac� 4� al 120 /! 2° RI=LIES t AMPEC- �.�Sr� M L _, _. -_------------- _ - _ _... M L.IC�1'�IT -_._ C?tAN'i. 5E p,3� tom. 1 12 / I 2 ��� g , H . _ - Yy. A , - .. t T M O I n_ _ _.._-n _ . . . _.._ _ _ ..��..y:...,_ _ �'__ -1 I _ rcr�. RO M A LOX 2. ; €RYCM.-4 �iUFCT��2 .C.SH I4A # 2U3�I 8 Lc 1 -i.t i*�Eii s m _ _ . _ 1 R EFER TO At H. 1 - - �-�..",".�-.'' - - � �'� -�� _ 1e3 I'a 14 I E r o FJO 9 PTYI 415P: T j--3 4 t r 4' I: lei V I F-7i. 7-7 Tq r97) �11 REMOVE EXHAUS i T F/6,,N5,,C R 0 S5 HAMAED DUCTWORIK, A550r-IATF-D GRILLES,) HAiNGEF,S ACCE SSORIES. 7-0 I ;� 7'..� LEGEND EXISnW 'e;-0M50L SYMBOL DESCRIPTION -s FLUORESCENT LIGHTING FIXTURE -CEILING, RECESSED OR PENDANT MOUNT. -4 FLUORESCENT LIGHTING FIXTURE _60P_CIJL.It�IE '-1 FLUORESCENT STRIP LIGHT. CEILING MOUNG INCANDESCENT FIXTURE, Fo INDICATES WALL MOUNT. ❑ H161H PEES, 60plUrM LIGHTING FIXTURE, ® INDICATES "ON ALL NIGHT", FO INDICATES WALL MOUNT, C3--® INDICATES POLE MOUNT. 0 CEILING M06NT EXIT LIGHT, i-Q INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. y l SWITCH -TOGGLE I POLE, 2 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL r LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER COMMQQN__ PLATE. NL1M15i:�� !tom F 1T kl'T�t 511C LETrI NC iGA�E "I F-, QJANTrrf /7 'T��? !��r�1F 'f`YF'� AT ?I•F,QT ��?��, IF_ oJ DISCONNECT SWITCH, OJ INDICATES FUSED DISCONNECT. L-L - It.1DICAMS 2!L5.r_- _THK.a 5WITGt1, 61 MAGNETIC STARTER, ®INDICATES COMBINATION MAGNETIC STARTER. (I,) DUPLEX RECEPTACLE , 195V +� ABOVE COUNTER DUPLEX RECEPTACLE, a 42"i ISSA/ WA . PUPLE)X GI_F �U12 •Il.�f1✓ Ili, ?Erg G '�41.1N1�i I. � 'ACL- r t�� ��'�'!®UN.?i� � � ice`?'- T'?'!"� f�`� i �,-rc � DI"c',�•JI #�lf,.�') . CODE SIZE JUNCTION BOX. -e-, INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR - HORSEPOWER INDICATED ON DRAWINGS. ! A-1.3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS I AND 3 TO PANEL A. NUMERAL AND * LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1-1 INDICATES #12 �7o\- FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF CONDUCTORS UNLESS. OTHERWISE NOTED. 46 NO MARKS INDICATE 2 #12 CONDUCTORS. INDICATORS GROUND CONDUCTOR. r . -. � �'��'-DN I�t�G"(' C�•i C.�,U 'T i�Li N� ��"T� t�. I�Er✓IciV i Ili i1 i i� �M �I - �i' '� � i�D M �'c �°'�N,i1 � � -• FI B 1_4ZA70Q 5P, N H 6,19r-JI'T COI-,IpUIT gwaIrzep -TO M I_EL.i5F_D, 1=9-' Copts NGi I l4JUF ' d ► oeTE(.TC3r. IF+'IO A 1 �,04A7bP LIGHT MOV 09 WITH 51AIN L.etll . $TaF L. CAV ar- f t%AT_ N I eo �j rrH MacHAt� iG*L Lj1 ji'r L_o(ATICt-4, '3161 t11611 I L.E T*rEr_i Idca %IIrJ1" LIM , MOUNT' AT &li 59!LOW C:F-104CI, „_^ t TeL?5 E 7eftHINeAL_ eOA90' `' �1 ,x �1 FP.A.�ii.Ir-} I FIRE ALARM BREAK GLASS STATION. t FIRE ALARM LOLL 1 -t i0;'®I Hor_l~I/L&H7 g 8 ® HEAT DETECTOR. EQUIPMENT BY MECHANICAL WIRED BY ELECTRICAL CONTRACTOR. HEATING UNIT BY ELECTRICAL CONTRACTOR. lil PANELBOARD ;lam ELECTRICAL DISTRIBUTION EQUIPMENT. a CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. ( o) 0Cc N IJIT LF A p1= t pI�I�I� FOL! E X EXPLOSION PROOF. f I P WEATHERPROOF C ELECTRICAL CONTRACTOR. MC I MECHANICAL CONTRACTOR. GENERAL CONTRACTOR. C 0 CONDUIT ONLY. a i t 41 f LIG , TING FIXTURE SCHEDULE YMBOL MANUFACTURER &, ' .SERIES. 140. LAMPS VOLTS M4'.t TNG & REMARK /. ` f �s.q }t���; ^y {( i`.+�9T :: ��.�e�t��., /%}r ��jj !i'-����T� �/��f'} �. lf/!e+� �s�" �r�,�(�Qe� .++^�",{.:. irk#.7{�i�.�� 41 �LtL/nF�y�►�{.y;,,. ��f'y�.j(((�G.F� LA�M"fS �:..�i�i �}V ` ,.i�i4N �J� !�f✓W'}_i.J —7TI��Tv�1k0 �ITt� -�. KaN^L)_ 614 i V_W 4 Z4� uN S y�.� i '�. k>l�Ai.k., ��f�"IN�t.t✓ 22� 70 Z-I3WF9.,-{3 �W +7:0 Pin"- Fi.o,-�g 4ve �Tr=� J1"� l;..I�-'�, L IC-�I-f°Tv1.f IE�- q_`! ! -"1 �!`� i NST�UY:' •J�.a'7'�+ iTi�'h�I� 5 � 694 7o-55:�JleZ 9. u6THT2�)LIa - 4-1-51 2s ldaW A1.1 61 L.� �'r - - u 1vr>2Li IJ 1�20 l i -i Hi : �K TAP lays•W6-pF-P:�-i' L-2M 4FS F - , i 1, rlg< -IAY 4CVS- Wb -PF-P°l i-4Q2 f4FIG too 141-17H 'I&PApT Flog:: > p t�Q 'Zito I'� F'� I'1 &L C.EL� P d1. T'fPL eD EQUAL. -5v:�T,15M, ALL MOVIFY-ATION.-) ANO FF-4;v.lpl ^_New ffIK-F- AL^r.-M ........ ... . JT W-Ar --WrZIS: --THO �-AWa Al� IF �4FWl, N ALL 0�?Ulfo- "'EET '5MCIFICATI MOE�:`IAAK6 LL Arr-O\iAL MO HA FF KK 1�1 +j A- ". 15.9 6 - DIP,F-(-TOP- (2�) LAM r- UT Y �j wwi :DNisioN HFAC) 4, -.,- Oro TM - 71,Z I-lw Sr r -)Ll oae� gel, 0 =A- r r—� r*J?lr--rW A P a- t e, nim A p V, _ rl , < a r jV NOW _ Y,- f - -. .-- r.. - - • , „i , , ,i s: e.IVORY!; -.AFT 14 -q,- % 4 o-71�_e, zv-� 'A" Y 44� M jj� 'm 7 GS $ 4 L U T 4v bi, �4 wr A 'Jo'. C 5 LY NO Lt 8� IS A' t MAIN LU4 014 PANEL 5 A PANEL WIR FLUt�4, :,V-0 U N T I N 7 M ROOM/ top '%A TV" G 50 ElW Alr=11.01 0 'ill N A B �'CIRC Y T K V �CIRCU!t DIRE,0 ORY' Ul T 61RE.0 TO, KVA Kv.X R Y V CIRCUIT, DIRECTORY A c zr­ w D, H L L,l 61H -0, 2,1?� . . . . . . . . . . . . 3, -4, ­4 �.r- 7 # # M4 4 T� 7 #2,A,bj� # ­7­7 51, 15 S: 4,2A *v EKTE� 4 4.� 4 g�o -2 . . . . . . 2 A .... ..... 4 0 4 71,& Ll 4 31 &-3 3 38 8 a 00 w MAX A X A M PS MA V M I D .3-SHUNT 1 0 L 1, fjT It 'I Co to,r -E , M �"14E .0 NNECTED 4, PAD ARKS: REMA A, At F� LOAD -N m tMA , .�O NUNN==" W IR AMPS M A OL MY y PX IN LU&41� MY A IN' LJ6 E _E L tS 0 L N TO P F E E D b 0 IT CM FA .0 M ED u T 1 m :A -A R I ORY C 1R C U t T CIRCUl -1 ,I< V A 0 y V, rR jr R CIRCUIT D114510T V-11 A CIRCUIT DIRE-C.T0y AM AM ei� 4 ro 6 'A 4 7' Z; 4 AP -4 H'- 6 M4 7 ............. Zo 30 _6T_ 6 H _T, Hal vc, HeATt 'sem e��l AM P-S A _T� lie A "HUN A. IP tND F A MAX F AD REK Rk S ZlED O*Gf LO 't 0 N E RSM I C JHT A01- MAN F 044A NO: A 0 ri zo,%,m -,fto Su FPANE F I R C 16 H r 'PANEL, A A G V 0 T S A Ml P MI N L U(AO 67OLY M A IN 0, a, VOL TS to' Ai'�MP 8 MAIN 4 WiRE p VOLTS PANEL 401P� too A' f C - A�N E L A A i t.IL 1+ �`i &:I, v% io% --,a �i m i I ft Ot &t tar- r /_c: &A n I m T i Nj c? n t*% iLA j i i r) w iI l { .A7 AMPS MAtN i. f, R.. U IT DIRECTORY CIRCUIT DIRECTORY ,� s w .. § � a . r. : mom r„ r m s h. r h d ` yy � �� Y . . . . . . . . . . . . . . . . . ..................... .......... ...., r i � r....... d t .... .......... *P GROUND TRIP, FAULT 4i." AMI . A ., r :REMARKS: ,. y a ' DEMAND LOAD + N/ a t I i c s i\ m x 4 I ' 3 r. zu AM Arm9L p AL m AM Arm 1111off A K a m OEM mow .*Alf a TA. WA*Onm u I N TvN CODE ANALYS-I%*'% BOARD. OF DIRECTORS INDEX OF DRAWINGS -4 I. cnaE. I°��2 UNIFn�M �UiLjDIN� cC�pE _._.. - _ r s 2. F;�cC--;rU L.AMC)N5 FOB 5AFNFI%IE� FREE (= (uL.iTlEs I cxr. IICD JOYC A:VIS ON PRES[DENT ►�� r �M c�aE - n1NE LEROY, WILLIAAiIS VICE-REST®ENS° CIVIL 4, TYPE OF ZnN1NC-� - Fi��l QENTIAL- L� c I �x 1T►N� 5 i T Tc�Pc�c�2AHY SITE D�MnL! i InN �'�A�l 5, LE r=jAl_ DESCRI PTIoN - SCE lD CAW iN C9,C- ! . C.2 iTE PLsAN ITE_ DE.TAILlb (0, TYPE OF TYPE v N, LEONAR.D ANDE-R-SON ' - "1, TYPE C?F 0CGLJ FANCY - ��, A Rc�U� � DIVISIC7f�l 2 , � L C. O H A. R D T • RCF�IT CTU A.L.. R R A REA _ A JAM i �A� E NI E N T � t.(�n f� � L.-AN � r I N i� r� � G H � c? u L,E. . -- GR�u►� o �L���• (Ex ISTI I� c�) �, 533 s,F, R O. � N S O N MA ICI FL.n09' —I�L.AN F►N ISt-f SC-H DUI�c - MAIN FLCXD�2, 10 SrF A3 �� PL.Ah► MAXIMUM. AL_LQL,JA5L.E FL.,, AR,E.A I(S)o00 S. f` _ A4 EX7512.I0fz EL_Ev,�-; iC7NS (WIT sEPERATIC��! c�N SIDES, 7H:E t;,ASI(_ APNEA OF Fa000 slF, LRRY M.cMILLIN SUPERINTENDENT ,�� �x T E�.in� �L�vAT►�,N G 1�i �c ►NC�GASEp IDQ"�o _ S E. PA P-,AT I CAN I,a.1p. L.L. R ECG LJ I g E Ip C)N - A 1 MAIN r �r� P7 - 1.�1A�C'�►��Y ` LJ,� L~� . _ _._ _ _ - MORGAIN PO�WELL. DIRECTOR OF At INTE�.1C)r I-LrE,��A CAN �c UgcE® AS A SEPAR/�finlN F. I F AADICI IST .:ATIV T UCTU AL " .. 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PR'CG"IwK► Pl �ciJ ?oVE, i I PA1CH Cull.,- � I 1 1 , i �MO�t I I,�l�I,►,�, Ia.l>��D r✓� ' � � � 1",�, - � I I � �_ LL� � - � � - - - - - - - - [] ' 2 22 f I,AL, POLE -- I FL to,- IDf1 A 1114 � t 5 � Y__ [F9 E eg Fl1. E AREA �0 �►^�D N �T ICaN A$ z v�Z- _ f H�, _ _ -10- o I .¢ .:: (b 1� 25 D F o 3o tz ( �}� O 7 ---- ---� -- -- - .. 7 - - - — --- - - - - - — -. -- sir; a _ _ - - - --.- - - _ Ir O O - - ...-I%,,� V M Y I- ii��*_ i I Ili 7 CFUWN� i ion I i I r14 auNU -,; �t? ' + I �c�lu►�G I - T _ I pkicH cal,N II 10 �� `17c�-� ` Qq�Ao`J>< FotroiNG 1 I i ' I OFF1HF-A 1�DEPUTYr' DI "C to !7 I �L.EG, � � - _ - 4 �DI F-CTOi2. 2� it — it � 1 ► I I2 �;� I - - II I of--- `� I 'JI�li�li7N N� I �I�(�CI�HGc r I 2 l co"Ft I a Roar - it I. l, 44 11 1 I1 IrxtSTG NAU (QUGN r Y I;ND DF . WPC►®LL �VA4TING� , N1 F L D D I.- Fp S C A it :E ; 1(�11 �!011 J .f: i T'l?ICaL B�I��iINL, BOX MAN, JN 1'I'� y� 5 NT Ni- 3 dx 15TI W Crm GN4 I rot NE•rf WA-t-I - SEAL y 6x 1'1f I N(a 13UI LT -UP R®OFlNCi , R, D. ON ZEN 1 �x iyn NU E�Jvr -up. Roop WA, m a } A �YJ571NG D,5 M��Ai, � Clo�uRE C ";UTATCH SIDING �1 7 N E L E v A T I N 5 C A L E s LJ T i-t Ley A�- I c� s OVr#R- NINDoYVS i �NE�AL NOTrAS:(: -ro uw �Omf:) om oTHW, PpmiNj'!� . $, npwP a ANY BWMN 6LA, )S IN EXI5TING WINDOWS, \ .| \;IITW � \ w� Z$ � \\� <y¥ I i r �I I; j e 1 . � <2� 2�� �> \ � \?»?:�\y��\ »�% i I ate' k. ll �.H. �Em NOTE5 LEGAL DESCRIPTi01 PLAY AREA EQUIPMENT 1. THE.IACATIOMS AND 517ZES OF EXISTING UNDERGROUND UTIL174E5 LOT-5 27 AND ZS OF TEBBETTS DECATUR ACRE TRACTS-* iKEPT 5TFT-ET5: Q LA��E RU�>3�R -r�ATo>� T,RC E �. ARE 5HOWN t�1 1AN APRROKIMATE # AY OiaLY FROM INFORMATION OF _ RECORD. TI4E�C:ONTRACTOR 5HALL DETERMIME TKE,VA T' 0CAnw 'O N9OrOOO"E E.t(,TH ST. Lu cc WOODENSANDBOXAND`5ME'OF ALL EXISTING UTILITIES P3 TIEF'OPiE_COMMENCING YV!')RK. 4 THREE CONC. CULVEFCT PIPE 25.00' 241ai,8` . THE CA�iTRAC;TOR AGREES TO 5E FULLY :ReSMSS15LE. FOR ANY AND ; Q. 4 METAL PARAL.LEL � ALL %1��M1AGE5 WHICH MIGIlT BE OCCASIONED- BY THE. CONTRACTOR'S �p ARS \\ FAILURE "Tt� EXACTLY LOCATE AND PRESER� ANY ANI? ALL UNTR T METAL, JUNGLE GYM GROUND UTILI'11E5. ® CHINNING METAL. H NNING LIARS Z. :BASIS FOR NORTH 15 ASSUMED, i.e. MONUMENT LINE IN EAST METAL MONKEY BAK5 HoTH 579EET FROM HAYWARD AVENUE TO tRONSIDE'S AVENUE L1J t5 EASE-. ® METAL FP,AME 5LIDE 3 5A515 FOR ELEVATIONS IS. CITY OF 59r—E 1ERTOW.�'.i.e. PAINTED BOLT V ® METAL CLIMBING ZOY W FIRE HYDRANT AT SOUTHEAST CORNER OF INTERSECTION OF O !� HOLE ON SPRING, EAST 13TH STREET AND IKONSIDES AVENUE 15 ELEVATIOM ZG2.94. F-- 4. FOK ADDITIONAL. UNDERGROUND UiIL1TiE5 SOUTH AWD EAST OF WOODEN "BIG TOY" PLAY "AKEP, .SN EE. SHEET M-EI OF THE PLAFOP. THE "ADDITION z ® RUBBER TIRE IN CONC. AND AL7ERATtONS -M MANETTE SCHOOL: DATED 14 MAY 1959. ` -- SCALE I"=100` ' N 89058' 37" E F-- Q BASKETBALL HOOP ON METAL POLE 5. SIDEWALK :LOCATION .DRAWN hER RECORD. EXISTING: PARKING Lo' Z21. 5' J't :y O STKIP ON SOUTH AND EAST 51DES IS NOT SHOWN. FEIJCE lKSTOP G. COWTAC.T ADJOINING OWNER BEFORE MMMENCING WORK_ 19 � 7: CONTACT CITY OF 5-REMEKTON BEFORE 5EGINNING WORK IN 3 C,`i'Y RIGHT.OF WAY. S. DEMOLITION (AND fe-f'ORA71ON) INCIDENTAt_TO CONSTF UCTION OF NEW UT1 LITIES IS 'NOT SHOW NJ BUT 15 PART OF ,CANTRAC-i : o o �? N µi�0 NOT ENTER." PER K5-i, MANUAL OF UNIFOKM z N Z o 0 TRAFFIC CONTROL DEVICES. INSTALLED ON 4" x 4" TKEA►ED WOOD N P057 WITH 3 FOOT BURY AND 7 Foo'T CLEARANCE A50VE GROUND. m tc Zo' Z21.83' y q E. 137145T. 4l .-74' N 89oW 2t" E N 89°57' 14" E 241.83' —{g (— Q ' LEGEND EXISTING DEMOLITION A.C:. ASPHALTIC CONCKETE COtiC. PORTLAND CEMENT CONCKETE C.I. CAST IRON C.P CONC. PIPE FF FIN15H FLOOR. ELEVATION PER RECOFD F.C. POLYVINYL C14LONM I.E, INVERT ELEVATION MOLIUMEPIT IN CASE MANHOLE (MH) 13 CATCH BA51N (C-5) CLEAN'. OUT DOWNSPOUT H05E 505 SPRINKLER HEAD UTILITY POLE 271�4 5POT ELEVA71ON -- FENCE P AERIAL WIRED UE UNDEgGROUND ELECTRIC COMDUCTOR5 uT UNDE RGKOUND TELEPHONE LINES S 5AN17AKY SEWER ,D 5TOKM DRAIN �D --! WATER LINE 77 �-°--�--�- CONTOUR LINE TOP OF SLOPE ROCK RETAINING WALL CONC. PAVEMENT e. .4_ .e -'e• A�. PAVEMENT PLAY AREA EQUIPMENT - PER TABLE F L FLOW LIPJE - BOTTOM OF CUTS -- -- - MONUMENT LINE CURB (Pr. OR COLIC) --_ �— PROPERTY BOUNDARY LINE A.0 . CURB A.C. PAVEMENT k . CUKR NOTE -7 Z,7.3(., F/I.. ANC. i TAJQIN(-: WALL IT)4 PAILIV,,-iC v i {.,...�. KO I D.E C►'T OF. bKE,MF.KTON ; knif s . F. CEME:Nrr CONCRETE, DRIVEWNN = __ I� a• s •1• 3 3 �a Ti �3 r, 1 l LEGEND EXISTING NEW AC. ASPHALTIC CONCRETE CONC, PORTL kMD CEMENT CONCKETE Ci. CAST IRON c. F CONC. PIPE FF FINISH FLOOR ELEVATION P. PER 'RECARD' 1?�1 FOLYVINYL CHLORIDE INVEKT ELEVATION MONUMENT IN CASE o MANHOLE (MH) 13 CATCH EW51N (C•g) ■ 0 �.�, CLEAN OUT 6015, DOWNSPOUT 4. HOSE B155 5PRINKLER HEAD UTILITY POLE 7LG1 __ 5POT ELEVATION 279.E - FENCE AEFKIAL WIRES E UNDERGROUND ELECTRIC COMMCTOKS UT UNDERGROUND-MLEPHONE LINE SANITARY SEWEK STORM DRAIN W WATER LINE z`?T CONTOUR LINE TOP OF SLOPE ROCK RETAINING WALL ' '--�- CONC. t?AVEMENT A.C. PAVEMENT'.. ;A. ;,:•', PLAY AREA EQUIPMENT /L FLOW LIME - 50TTOM OF CURB - MONUMENT LINE CONC. CORE STo P .®.. p..� EDGE OF GRAVEL. PARKING.�seeeeeoeeeoeewe. PAIM7 STRIFE, 4P- WIDE EWTRY SIGtQ - SEE NOTE 9-SH-T- C- I KFILL I�QU} RAMF_N�TQ -OP OF HE C H AREAS PAYED PVl6TS.. TYPE OF 00. U 2 ZL 2 10 t iylttJ 5 TH{CtEP1lxa5 :,! AYEoR ' Ap t GWKEE) ` ANV M- (SEE AWVE) MWA%.913►ir1' W-f DEH%TY 90% 95% (-229 - a .. AL IITI I III r . N , PIPE TR��IC�t BEDDING 1 n -CD C 2 NOT TO SCALE le PATCH A.C. AROUND NEW AIK AND PENT WELLSAT ! IN FAWRL, ij �.. LLd t �� �E -C�t,tr:vltlal:'. GcrG 1►_h. of ozo ! , DETENTION CULVERT LHIGH END) ACCE55 FOR 48" DIAMETER CULVERT .wur "t'O SCALE 4' WfDTH PLAN VIEW �4' GATE i-�x� Z' �A NOTES I. OFFSET NIUGE5 FEFZMI G GaA To SmNG Via' E05t.FEaNC 2 U6 UT FRAME- I S/e` CGALVAIJI P TUBULAR STEAL. T9 POSTS D. D . GAP+ W 1 LL 3' CaA LVA 3 D TUf3UL4.P— STZL• TE h. AI1- 5 'rN R1 NL�a u U/�. GO f FAC3 C Ti= 1.1C�• U W F=E 5 ITAr3LE V ITTI F F CS N , D �E LG ONai r.{ t--OCsu�G Y E NL4c,L fIBLE RD1:! . A RJ L 1 I Z At.L_ NW GXC— f.1lU ALVI" CF7i aZl:)M M Y LLD . LL a 1 V-4 JD h.t E.t-DE.D .anJD• g2ACED wHt=R vEK NEC��SS4R..y.. P DESTRIAN GATE /NOT TO SCALE FIELD >3vOK �8�2 - .. • N 1. THE,:LOCATIOMS, AND SIZES OF EXISTING UNDERGROUND UTILITIES ARE MOWN IN AN APPKQKIMATE WAY DULY FROM INFORMATION OF RECORD. THE CONTRACTOR SHALL DETERMINE THE EXAL7 LOCATION AND 51ZE OF ALL EXISTING UTILITIES BEFORE COMMENCING V49K. . THE CONTRACTOR AGREES TO 5 FULLY. K15FON515LE FOR ANY AND ALL RAMAGE'5 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESEKVE ANY AND ALL UNDER- GROUND UTILI71125. Z. B0.515 FOR NORTH 15 PLUMED, i.e. MONUMENT LINE IN EAST I(oTH STREET FROM HAYWA.RD AVENUE TO IRONSIDE'5 AVEWUE 1S EA157. 3 5A515 FOR ELEVATIONS IS CITY OF BREMERTON,, i.e. PAINTED BOL1' ON FIRE HYDRANT AT SOUTHEAST CORNER OF .INTERSECTION OF EAST 137'" STREET AND IKONSME5 AVENUE 115 ELEVATION 210294. 4. FOR ADDITIONAL UN12EKGKOUND UTILTIES SOUTH AND EAST OF PLAY AKEA SEE SHEET M-E I OF THE PLANS FOR THE "ADDITION AND ALTERATIONS 70 MANETTE SCKOOL" DATED 14 MAY 1959• 5. SIDEWALK LOCATION DRAWN PER KECOfZD. EXISTING PARKING STRIP ON GOUTH AND EAST SIDES IS NOT SHOWN: (o. CONTACT ADJOINING OWNER BEFORE COMMENCING WORK. 7 CONTACT CITY OF BREMEKTO►.I 5EFOKE. IFEGINNING WORK IN CITY RI G I4T OF WAY S. T,>EMOL_ITION (AND RESTORATION) INCIDE),tTALTO CONS-TRUCTION OF NEW UTILITIES IS NOT SKOWN, 50T t5 DART' OF CONTKAC_­T, 9. 50" x 30" "DO P10T ENTER", PEZ R5-i, MANUAL OF UNIFORM TKAFFIC CONTROL DEVICES. INSTALLED ON 4" x 4" TREATED WOOD p057 WITH 3 FOOT BURY AND 7 FOOT CLEARANCE A50VE GROUND. LEGAL DESC ►PTOM LAT5 Z7 AND 28 of 'TEBB'ETTS DECATUR ACRE TRACTS ; EXGEF'T STREETS. ALL N 90°00'00"E E.I(.TH S'. 71 24t.G,8' k 25.00' E I 5CALE .1 "=100' a , N 89 ° 58' 37"E Z0' ZZ1.75' ci o e � 3 LA °� a p 0° z3�' Q: N �Z o o .tr � N _ � ` m I Zd i a 221.83' E. 137145T. N 89057' 14'E 241,83' A o F_ CONC,GURB -0.4' H IG 1-i CONC. CURB - 0.4' H IC H ' = NC. RETAINING WALL a: Z74.08 7 WOOD AMID WIRE 271F.A=271,9z 61 1170I '44 2 t 27 .60 6 Z?4.47 Z73.9b 274 43 ,�, ►_ t3... ' ;. Z7 .2 8. d • Z75.50 �� c .. , l(o Z8 Z79.8g A. Zi O N 2 �j"' SEE N ',_Z73.79 jw a 27 .(al Z8 33 C. UNvpAEI� - . . • , 4- A.C. CURB PLAY AREA 27 77 "roP - 2742' 7-71 A (o'CRNW LINK 273.29 !• �. i 7-73. 3 7 N t t 273.82 82 . : ' . ►� -279.50 �a _ -A: x 272.81X. 27 Z I 271.iJ 77.(0 Z7Z 2? 272.94 '�' 276, OOF OVERHANG Z72.1(0 a Z7Z.77 B. E 27(5 ' 8 i :. • . 'j•. 0 27Z 70 .�. � ® ; • TOP4" = 274.78 � '' • • ' '. a• Ln Z11.44; e .. ' .;' C RIM=27117 + TOP4=Z70.47 ; ' FF=Z7699 to 271 p ( F£- 272.05 a.. r • . .TOP4 270.76 cot, Fitts=Z?1.�3 iv e Z7Z.09 ; • 27z Ds 27 t. CA 262.Z9 GOiJC. i�JAL' WITH G' CHAIN :LIktK F. D5. DS. DS. IDS. DS. 93 2.0 27 .O • ° RIM=262.Ot3 TOP 4"= 2(o1.88 Lu LU 00 Ld LAJ w > ° p LLj N th u u O U Rj LL: N t� 0 N N p 90 '• 1M=24b 4h ' •" SEE NOTES E � S P.V.C. D PVC D EAST ITS STREET Iz" w c.l. IZ'• w ca. CONTACT CASCADE NATUKAL GAS COMPANY FOK LOCATION OF GA5 MAINS AND GAS SERVICE LINES IN 7815 AREA. EXISTING SITE Z78.3(- .CONC. KETAININIG WALL WITH KAILING n 78!,LAY AREA EQUIPMENT LARGE KU55EK TRACTOR TIRE kp oc O WOODEN SANDBOX 0 THREE CONC. CULVERT PIPE ® METAL PARALLEL .BARS © METAL JUNGLE GYM o© METAL CHINNING'BP,RS 70 METAL MONKEY BAK5 uj ® METAL FRAME SLIDE 90 METAL CLIMBING TOY ® HOKSE ON 5PRING - o t l WOODEN "BIG TOY" V z 0 K05SEK TIRE IN CONC. + _ O Q I KET5ALL HOOP ON METAL POLE Z ® FEUCE -TYPE 5ACKSTOP EXISTING DEMOLITION A.C. ASPHALTIC CONCRETE CONC. POKTLA.ND CEMENT CONCRETE C.I. CAST IRON C,p. CONC. PIPE FF FINISH FLOOR ELEVATION P R • PER F00ORD FV.c, POLYVINYL CHLOKIDE `.E. INVERT ELEVATION MONUMENT IN CASE MANHOLE (MH.) U CATCH BASIN (C-5) 0 C.0, CLEAN OUT DdWIJSPOUT H05E BIBS SPRINKLER HEAD } UTILITY POLE SPOT ELEVATION - �---- - FENCEz-- F AERIAL WIRES UE UNDERGROUND ELECTRIC COMDUCTORS UT UNDERGROUND TELEPHONE L.INP5 - S SANITARY EWER �D STORM DRAIN ---�SD WATER LINE 27 CONTOUR LINE - -~- - - TOP OF SLOPE ROCK RETAINING WALL COKI PAVEMENT" n .:: ',`:: ' • A.C. PAVEMENT PLAY AREA EQUIPMENT - PER TABLE F/L FLOW LINE - BOTTOM OF CUFF MONUMENT LINE CURB (A:C. OR COh1C) -----�---- PROPEKTY BOUNDAKY LINE A.C. CURB (SASE E51D) A.C. PAVEMENT . (BASE 131D) CON; . CURB - 0,4' H Iri H s =...' SIC. RETAINING WALL 2400 = OOD ANDWIRE-SEE NOTE G CONIC. CURB a': Z° •SEE. NOTE. 7 SLO DEMOLITION AS WECESSAKY 70 ACME E GRADES UNDET, DDITIVE SI A-5 } 27 STREET i t AC i AC F g 00 2 i t } �7 p,AcL ' 00 • u. O a< . 00 d u N PmIL D CURB VL PLAY ate' i REL ATE B. �� 'q: I SEE C-2 d ! 273.3 5 X•-.. 4 ._.._._ _• • q: .',� ,' CON CURB .. E E i' S E 0 Z i [� N P e' CRA 4 L IN � '`'. t .9 1 :.7Cs. ( _.. PUG END Z+ ^•^ a • f si=E F ! r �OMC. R TAINI ,, WALL.., 2t s_�I OOF 0V ERHAN� WITH KAILIt4C, ® KIM=Z758 _ I 1 2'72.7 �.. r.-CCOF'4"=274-7 = i ; - - H21, ' Z7ZO7 O 272 7 .. } RIME ��.•-8.- Z e , 27�_.. �,Y�. '�-,", • • � I TO 4a, =Z'70: •7 ;. .. i C1, q • y f 9 Z1. ® •275;' • '. e F�:m 279 • } .� � .., • � � ® • .. sit i � '• ;�,,;; $ � s s PLUG END FF _7ZC -. M j Z72,09 q + : 2" .29 ; . `S`AL 1 i H N -LI FAN j gg E l? 272.t f `TOP "= 21. LPI UN fed E ai ui ift 6. • g T E DEMOLITION PLAN SEE NOTES ' FIELD GOOFS 486Z a . BUILDING WALL OR CONC. RETAINING WALL PAVEMENT CUT LINE l2"t12" CONC. CURETi PARALLEL TO WALL :A NEW PAVEMENT ?.. A , . APWA STD. PLAN NO (o, TYPE E-1 PAYED TKAW'51TION (PLUS OR MINU5 SLOPE) S CTICINI A --A . NOT TO SCALE (ADDITIVE BID "A) �-.d , . 11 $ ® . A 4 A d ,d G A B 4 1.5, t5` 1.5` 0.5"(WHERE FEUCE IS P.EQUIIZED) . o o 0 0 O p o D o 0 0 o a o ® o p p 0 0 O D o 0 0 O o � o 0 0 0 0 o O o 0 0. . D o 0 o D O O ® p A ,A -,ec • ,K ..A IJ a ..�: a:.a: 4 e a a �6 �./ CU "`PROOF ROLL A IdSUBGKADE o 0 0 a o° d I. O 2." MIM.COMPACTED DEPTH, MINUS /8CRUSHED KOCK D Q o o o o o (o,'t�%ltl�l.COMPACTED DEPTI{, GLASS "A" ARROW \ Gli 0 o o O 0 o 0 0 ® o 0 0 0 0 o v Co o v cz) � o R F/� 2,' O U' O O ,D O 0 O rp O .O O O O 0 O p O c7 (D . O 0 p o 0 U O x CD O O O O 'n O 0 ( O ,0 o [It�ti=t[I tt [ a �t� u [ tt uirttt�i� u Mt tt It(�-;It �=tn - t tl t tit t� 1 r t N M� lM ll� =liC �►rE_7 Mtt Mlt�Iil�(U 7411-nI �M! ►t4 "' ['- LMT�$I�KI-� 5i.at-au SlMl It► TYPICAL SECT ION - G VEL DARK I N G IGtat�t(tucrtl �--PROOF ROLL SugGRP.DE Z" MIN. COMPACTED DEPTH, A.C., CLASS "B" f10`I TO SCALE 2" MIN, COMPACTED DEPTH, MINUS 5/8" CRUSHED P=K . 0MIN. COMPACTED DEPTH., CLASS 'W' BORROW . S.ECT l (kI B - NOT TO SCALE NOTE: PAVING SECTION SHOWN ALSO TYPICAL FOR ADDITIVE BID"A--S" PAVING. COWC, CIAB - OA' HIGH kAATCI4 LINE, BASE BID COMC:CUR5-0.4' I-IIGI -.. _ � / DOUBLE GATE IF007 5oUTIA OF EX157I14G ,� . I . ' , 4: Z74.0 ONC. E TAlt ll�i WALL FENCE Ai I\lE. CORNE"' ,: I FENCE AlI,IGLE POINT lDOD AlkID MIRE .�.•-'. /_M�� . .. III =_Ax . A/-1x_. ,....._.,_Z64:4�1 € N� 3 . 7- I iI 11 I ' r'a - so. .' . Z�I,, " € . _ a.' !y lY .1� _ tV . AC Ae tc ' I li a C 1C Li - - a I t di.a"� `' . , . _ - - - - , _- �-------- , - I - N �. , ,a. a •o e • • e• _.. _ -` ' ,c 1 .. /x.; :•Ac ,L 11 I 'k �_�_ .., I ' �IA TIE .NEVI FE CE L� Z74Z Ce , , kc •& P N i11�1T' T CA FENCE 4 � . Ic I 5 R I i TKAN51710Nt t .. l ".'.v : I t. 0 fl . . ",�. I I , , ic . _�. . � . Ar': . . . . 4;�; r LEGEND EX15TIrJG . A-C, ASPHALTIC CONCRETE CONC. POKTLANP CEMENT CONCRETE CA, CAST IKON C.P CONC. PIPE FF FINISH FLOOD ELEVATION P R • PER RECDRD P .C. POL`, VINYL CHLORIDE 1,E • INVERT ELEVATION MOMUMENT IN CASE 0 MANHOLE (MH) ' CATCH BASIN (C•5) C•0• CLEAN OUT a Ds. DOW WSPOUT I R. . HOSE 5155 0 5PRINKLEK DEAD I'd UTILITY PULE 27l•�f .-- Ski ELEVATION `. , A_______ ,A FENCE . P AERIAL. WIRES UE UNDERGROUND ELECrKIC COMDUCTOR'5 _UT UNDERGROUND TELEPHONE LINE5 SANITARY SEWER D STORM DRAIN . _+-°°_ WATER LINE CONTOUR LINE I. TOP OF SLOPE KOC:K KETAINIWG WALL Et- - .'.'. ' - .: '; ::•: ::, = ,': ' •- :I CONC. FAVEME14T - :; . •�;�r . `1 :'I AC°. PAVEMENT PLAY AREA EQUIPMENT /L FLOW LINE -BOTTOM OF CURD. . - __ - MONUMENT LINE CONC. GUKB EDGE OF GRAVEL PAKKIWG PA W-T STRIFE, 4" WIDE EWTKY SIGN � SEE NOTE 9 24" VIA. SLOTTED LID PER NEENAA R-1797--FG (HEAVY DUTY) OF, EgUAL . , I / 8 'GOOSE NECK"OIL TRAPS DRILL ;/"' HOLE GROUND ELEVATION (FORvNT� I � .1 � :::�I=I 7, ILI 1. .' ' . ri, '1 a' t I` r5: tNFLUENT•FROM:St'STEM;IE> 2G7.�00 i . A�1. , t• / . �� , t . PLAVING SCHEDULE � NOTES I _j � OTAN IC�L NAME j1CO►�MON ll - � CON - - _ mmM z �, CITI N = 2 .. � NCT�� � v os ) AZAL�_AA 6 - - GAU.DN 1 14INOPF,GIKI I~W% CAN PLANT ± -;011 D, G, IN R ANTE . BY 5�6T .�l- 'IXNC.E PCOR, i[] . TOP 1.`$ADS Wf �" Ml3 LC , H �. I 11 As' �) BAK,K MULCH x s� N 1:OCAT� P PI.ANIiEUI t II .. Q ACF-1Z KU��UM (lle 6Am 1'121 D MAP4� it VA JIFT a � SDNS� .'! ip To ROOT 'TRIM DFF AU, LDW SRANU� c-) K- I(o 11 h • 170 IDI ABOVE �T bkLLl , Ate T 0 p�UK{NG TM►�fNG , 'TQ: A UC K- U ISTMI. OVPZ-GR,DWN SEk rlUeS A5 pIP -rp p ► W r 'RRJUVINkT� *XJ�TINC LAVN ., 0 - -- _- .. SC Io �1 MAN WiTTINN � � 10% 11ILIA I UWF G ss ►` � pP ,y II MFD ; D° . - "K r-WDU? ' PLA.: M A R I I D iRscT1D N ` , NEW k 2`19.5 x - ----�D 276 ACJ �Oo ..1__ sooeoe000 m € I,, v.: 1v •, .:. .I :� at..,.: , ': :'..'- __ STORATION OF Al3UTTiIJG_ PAVIt�IG DEM0U51�{ED Ut�10EP. M�bDITI�lE BID "A_5„ OVERFLOW INVERT RE x . ' € INCIDENTAL To T Tt�A+CT t�ID _ . i � _ ,,7 $ P", y :. ,, „ G l ' 8 BL. DER W ' t a , «.. 1-i'I INLET PIPE f'1 :.'.. : T Is H 1= cent -U AD®ITI Ie $':� A s g € y D17�T.IVEtD••A-5 , •E-- DDITIVE I STANDARD MANHOLE RIM AND COVER NOTE COVER TO BE GRATED [ j --` Ca. r , 'I. �: _ � ;,�' ry ! a; �` BD A 5� OR PERFORATED, i . _ _ r I �, - . 2 TE -Z73 6 / e a, q :L -- [ - i € s " 11'4 11r "1 �> ' ; �� ,',� ZP,l.C32 I,!fm " ;,ttFICE INVERT k z :1.D.. . l) ,°� ., _D P (` I8 SUMP - PLACE FILLER 1 �( CE LLER MATERIAL BETWEEN t 7� ' . 2�i' E EEN i ,( •4 € € ..C. I I .. a,•m �. ., COLLAR 1 a iAc �'' AND.STEM M • J77 � 'd ECC NTRI E i'• O - E C CONf -�.;7.-` PW 54 .PIA. PRE CAST PE j # fy ygj{j - ., _ A A S?D. PLAN NO. G- TYPE E-i R '•�' ' ® - Pw A A STD N 37 PLAN Og11=iCE THROUGH PLUG IN T E 1. DO WEED PLANTINCa SED3 r I e� ��� =161* t• ) G EE' I � ' i Z7 7t �` '.... . (STEPS AND ADJU5TMENT N I c - - I r! I _, �.: ty '4'.. , SECTIOtl NO -I Sl IOWN SADDLE OR FAS: TEE36 [ofl�l I I _"_ _ L2 ' `� -- `..r' , co V I t COL 5TR V C ! U i 1DIAPOUR CONCRETE COLLAR 1! C.. 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