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Home My WebLink AboutCHERRY AVE., 2500 i,:J CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: BB07 00807 DATE ISSUED: 11/26/2007 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3967-001-012-0108 TRI TEK SYSTEMS INC PERRY RCHARD & SHEILA TRUSTE TRI TEK SYSTEMS INC SUBMITTED: 11/0112007 VALUATION: $4,500.00 Building Permit $102.00 2211 Plan Review Fee $66.30 4580 State Surcharge $4.50 0236 TOTAL FEES: $172.80 Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: INST PHONE: (360) 731-9859 PHONE: PHONE: (360) 373-8373 SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: 2500 CHERRY AVE 8485 SILVERDALE WAY NW, SILVERDALE, WA 98383 PO BOX 414, MURPHYS, CA 95247 1421 SUNSET VISTA, BREMERTON, WA 98310 EXPIRATION: OS/24/2008 STATUS: ISSUED AP Fire Alarm Permit HARRISON ADMINISTRATION OFFICE - FIRE ALARM ~.oDIFICATION TO THE 3RD FLOOR // J Building Code Edition: ~I ~, I 9- Occupancy Group: \.... ,D' , Type of Construction: 01. d-- Flood Zone: /" Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL (360) 473-5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works (360) 473-5380 (360) '337-5285 (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 abandon~d at any time afterthe work is commenced for a period of180 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 p ormance afthe constructi . If listing the owner as general contractor, I certify that I am exempt from the requirements of the State I Contractor's Registration Law under Seftion 3, Ch r 126, Laws of 1967. All revis ns to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final ins Ion prior to permit expiration d obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the SIGNATURE OF OWNER OR AGENT: PRINTED NAME: s of zoning, building codes, and State and Federal laws. Dm ~/fJ . CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance With~it 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.lnLwa.gov/p-ts/asbestos/asbestos.htm. 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 10. (DCD-02) !del Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: BB07 00807 DATE ISSUED: 11/26/2007 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3967-001-012-0108 APPLICANT NAME: TRI TEK SYSTEMS INC OWNER NAME: PERRY RCHARD & SHEILA TRUSTE CONTRACTOR: TRI TEK SYSTEMS INC LENDER NAME: ZONING: INST PHONE: (360) 731-9859 PHONE: PHONE: (360) 373-8373 PHONE: ADDRESS: ADDRESS: ADDRESS: PO BOX 414, MURPHYS, CA 95247 1421 SUNSET VISTA, BREMERTON, WA 98310 SITE ADDRESS: 2500 CHERRY AVE ADDRESS: 8485 SILVERDALE WAY NW, SILVERDALE, WA 98383 SUBMITTED: 11/01/2007 APPROVED: 11/26/2007 STATUS: ISSUED EXPIRATION: OS/24/2008 20. (FIRE-01) 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. Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.cLbremerton.wa.us. To contact the Bremerton Fire Marshal office call; Scott Rappleye 473-5385 or e-mail @Scott.Rappleye@cLbremerton.wa.us Mike Six 473-5386 or e-mail @Mike.Six@cLbremerton.wa.us Joel Wulf 473-5387 or e-mail @JoeI.Wulf@cLbremerton.wa.us 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. Fire Alarm Systems Fire Alarm System will be designed, built and maintained in accordance to NFPA 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. Existing conventional panel can be used if compatible and able, otherwise an addressable panel will be needed. 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. 20. (FIRE-OS) Electrical (State of Washington) Final Inspection - Fire ttJ t& Page 2 012 A ,1 ..~~ Tri- Tek Systems 8527 Knute Lane NW - Silverdale, WA 98383 Fax 360-308-0254 Fire Alarm Plan Submittal November 1,2007 RECEIVED NOV 012007 gremerto.n Department of ommumty Development Subject Site: Harrison Admin 2500 Cherry Ave Bremerton, W A 98310 Narrative: This permit covers work to the 3rd floor West of the subject site. The existing conventional fire alarm panel shall be utilized, and 100% coverage with smoke and heat detectors shall be employed in the remodeled area. Notification shall be installed to current ADA standards. Enclosures: Fire alarm plan mark-ups and device specifications. Assessor's ID: 3967 -00 1-0 12-~/ 01 Of> Il Models Available T 0dl C-;~B' . oe,s 2WT-B 2-wire standard 2-wire standard with thermal FowW:rc l\:lodels 4-wire standard 4-wire standard with thermal 4W-B 4WT-B .Accessories 2W-MOD2 SENS-RDR RT A 77-AB2 2-wire loop test/maintenance module Sensitivity reader Removal/replacement tool Retrofit adapter bracket Product Overview Plug-in detector Ene ~ mounting 6250 included Large wire entry port in-!ioe terminals with SEMS SCH:HNS Mounts to octagonal and single-gang; backboxes, 4-squllYe tf1ckooxes, or direct to ceiling Stop-Drop '\\I Lock" attachment to base Removable detector cover am:! chamber for easy cleaning Built-in remote malnterumD€ Drift compensation and algorithms Simplified sensitivity meii15Urement Wide angle, dual color LED im:lication Loop testing via EZ Walk feature Built-in test switch @<S> LISTED mRO'," MEA MSFM approved approved Sensnr's i3'" series smoke detectors represent a significant advancement ill conventional datectiorL The j3 is founded on three principles: installation ease, and Instant inspection~ lnsta\lation ease. The i3 line redefines installation ease with its plug-in design. This allows an installer to pre-wire the bases included with the heads. The large wire entry port and in-line terminals provide ample room for neatly routing the wiring inside the base. The base accommodates a variety of back box mounting methods as well as direct mounting with drywall anchors. To complete the installation, i3 heads plug-in to the base with a simple Stop-Drop 'N Lock action. !ntemgence, i3 detectors offer a number of intelligent features to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the i3 line, to minimize nuisance alarms. When connected to the 2W-MOD2 loop test/maintenance module, or a panel equipped with the i3 protocol, 2-wire i3 detectors are capable of generating a remote maintenance signal when they are in need of cleaning. This signal is indicated via an LED located at the module and the panel. To read the sensitivity of i3 detectors, the SENS-RDR is a wireless device that displays the sensitivity in terms of percent per foot obscuration. h'lsb:mt Inspection. The i3 series provides wide angle red and green LED indica- tors for instant inspection of the detector condition, indicating: normal standby, out-of-sensitivity, alarm, or freeze trouble conditions. When connected to the 2W-MOD2 loop test/maintenance module or a panel with the i3 protocol, the EZ Walk loop test feature is available on 2-wire i3 detectors. This feature verifies the initiating loop wiring by providing LED status indication at each detector. Architect/Engineer Specifications Smoke detector shall be a System Sensor i3 Series model number , listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems. The detector shall be a photoelectric type (model 2W-B, 4W-B) or a combination photoelectric/ther- mal (model 2WT-B, 4WT-B) with thermal sensor rated at 1350F (57.20C). The detec- tor shall include a mounting base for mounting to 3Y:-inch and 4-inch octagonal, single gang, and 4-inch square back boxes Electrical Specifications Oper,F.ir;g V(;!t,~'~ge Nominal: 12/24 V non-polarized Min.: 8.5 V Max.: 35 V r\'1~)X;!:l;.V)! f?lpph \;{l;t:::)g~; 30% peak to peak of applied voltage LED Modes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring con- nections shall be made by means of SEMS screws. The detector shall allow pre-wiring of the base and the head shall be a plug-in type. The detector shall have a nominal sensitivity of 2.5% per foot nominal as measured in the UL smoke box. The detec- tor shall be capable of automatically adjust- ing its sensitivity by means of drift compen- sation and smoothing algorithms. The St'-ir'(~l}'i Cl':((:~:'l 2-wire: 50 /lA maximum average 4-wire: 50 /lA maximum average \,1 ':~~\ j ('U '1 /, 'i:l 2-wire: 130 mA limited by control panel 4-wire: 20 mA @12V, 23mA @ 24V detector shall provide dual color LED indi- cation which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freez.e trouble (model 2WT-B, 4WT-B) conditions. When used in conjunction with the 2W-MOD2 module, 2-wire models shall include a maintenance signal to indi- cate the need for maintenance at the alarm control panel, and shall provide a loop test- ing capability to verify the circuit without testing each detector individually. P€iJh :)t<1r:Z~>V CX'r<..~d 2-wire: 100 /lA 4-wire: n/ a 3fTl Co llact r.{()t'rl!t<') 2-wire: n/a 4-wire: 0.5 A @ 30V AC/DC Fh: I' l) Blink every 10 seconds off Blink every 5 seconds Blink every 10 seconds Solid CnnZ111lZll' Power Up Sequence for LED Indication Uur;~j i(A' Gr(~.;"?' I. ;:: 80 seconds L i:. D ~..; ~)d(' Power up Normal (standby) Out of sensitivity Freeze trouble Alarm Blink every 10 seconds Blink every 5 seconds off off off Physical Specifications JDClatmg T(~rnpe(a~Lfe tiango 2W-B and 4W-B: 320F-120oF (OOC-490C) 2WT-B and 4WT-B: 320F-l00oF (OOC-37.80C) OoerHt HVYndity ::lH'-,c;p o to 95% RH non-condensing T 0srmAl Sf-r~</ 1350F (57.20C) fixed r (:()t.lbie 2WT-B and 4WT-B only: 410F (50C) Ordering Information rV.;nl::t~ 'Wir,ng i'\L., (>.i {(:-f.L No 2-wire 2-wire 4-wire 4-wire 130 mA max. limited by control panel 130 mA max. limited by control panel 20 mA @ 12V, 23mA @ 24V 20 mA @ 12V, 23mA @ 24V Yes No Yes Mode 2W-MOD2 SENS-RDR RT A77-AB2 Ce'~(.' .::)('c<l. Initial LED status indication s'::;( S 2.5%/ft. nominal h,r->:)( 14-22 AWG r>r'i(:n';;~,:~;': \,r',; ;,,j'r,g b.3::<:< 5.3 inches (127 mm) diameter 2.0 inches (51 mm) height 6.3 oz. (178 grams) 2-wire loop test / maintenance module Sensitivity reader Removal/replacement tool Retrofit adapter bracket, 6.6 in. (16.76 cm) diameter System Sensor Sales and Service tv10Jnt ~')g 3~inch octagonal back box 4-inch octagonal back box Single gang back box 4-inch square back box with a plaster ring Direct mount to ceiling System Sensor Headquarters 3825 Ohio Avenue St. Charles, IL 60174 Ph: 800/SENSOR2 Fx: 630/377-6495 Documents-an-Demand 800/736-7672 x3 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor Europe Ph: 44.1403.276500 Fx: 44.1403.276501 System Sensor in China Ph: 86.29.524.6253 Fx: 86.29.524.6259 System Sensor in Singapore Ph: 65.6273.2230 Fx: 65.6273.2610 System Sensor - Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor - India Ph: 91.124.637.1770 x.2700 Fx: 91.124.637.3118 System Sensor - Australia Ph: 613.54.281.142 Fx: 613.54.281.172 J . \ .,~ '- ",': :;,~; 1i;'~:,,~ LO~iProfile withba"se;;. , "k:'f;/;}(".-, :> Positive/fi~;e."~.,\~t!1l~~rature oe~rating ihdication' " ',iXJ,"'<~'n >:!:@~\fr. elestiIlg of rate-of-rise ';;'?ftf .. FfVI'Apprdved ,';. -' ',' " " . listed '" , . .. . >";8rh~I~;circuf~~Xb!~rffll ~,~open {,:ic;o~tacNated at3arnpsat 6 to )irJ:?SY AC; 1.0 arnp~ (}t,6 to 2.a~;, '2~t1~!Q.3anips at 12fj\I"DC, and':' '\<i~QJ'qrnPS at2S0VDC" ",Z\-:s;i'<,<-~y/.i',,''''; . ;;);V'~m, <'.' ' " :>]vlaxirnurn coverage 2,500 sq. ft. (232.25 sq. rn) >UL;'~pacing: 50 ft (15.24rn) :> FMs~a~ii:1g>3Q ft (9: 14rn) ....'0.:;(:1,';,;.,,; :> Color -~g\!~ N C) 9 [:0 k:.:.._.;........m..___._.~..~."""_..... .... .. ..~.. ~ 90 Fieldstone Court I Cheshire. CT 06410 Ph: 203.699.3300 I Fx: 203,699.3108 www.edwards-signals.com ,."~^=~~~' ='. "^ "'" ""_w. , ,_... Rate-of-Rise and Fixed Temperature Heat Detectors 280B-PL Series The 280B-PL Series heat detectors offer fixed temperature or com- bination rate-of-rise and fixed temperature features. The heat detec- tor is available with a white plastic reversible mounting plate. The plastic plate can be used for either flush or surface mounting. It in- cludes a white skirt which covers the space between detector base and the mounting surface. *NOTE: Maximum detector coverage has been determined by UL to provide detection time equal to sprinkler devices spaced at 10ft (3.05m) intervals on a smooth ceiling 15 feet 9 inches (4.8m) high. Higher ceilings may adversely affect detection time. Earlier detec- tion may be obtained by reducing the spacing between detectors. (See NFPA 72, Chapter 5) Detector twists and locks onto mounting plate. Mounting plate may be surface mounted or mounted onto any 31/4" (83mm) or 4" (1 02mm) octagon box. "j " ) ED'WARDS SIGNALING 11) Copyright, 2002 Edwards ~, ' Surface Mount Flush Mount Skirt Mount 5" dia. Wire entrance ,--- ~ T~ ~~""---". ~~T~'''P'"'",~~~, ~ ,L,-=~.. ,(L~'. .. .~~::~~': 3)/16 Reversible ~ 5" DIA plate .. (87mm) (127mm) I plastic ! mounting plate Flush mounting (supplied) using 3 1/2" or 4" octagonal Mounting using 1 1/2" deep electrical outlet box 6253 skirt (not supplied) (not supplied) with 3 1/2" or 4" octagonal 1 1/2" deep electrical outlet box (not supplied) 6253 skirt \(not supplied) Reversible plastic mount.. ing plate (supplied) * 282B-PL 283B-PL 284B-PL ROR & Fixed Fixed Fixed 150F/min. 194 135 194 150 100 ~~,~~~~,~^~: 150 o 6 o N ....~.._.~.......~..........__......~~_...~..........].... 90 Fieldstone Court I Cheshire, CT 06410 Ph: 203.699.3300 I Fx 203.699.3108 _ www.edwards-signals.com ,___, n~'~' __~A""~ ([) Copyright 2002 Edwards ED\NARDS SIGNALING Selectable Output Notification Devices SpectrAlert" Advance selectable-output horns, strobes, and horn/strobes are rich with features guaranteed to cut installation times and maximize profits. The SpectrAlert Advance series of notification appliances is designed to simplify your installations, with features such as: plug in designs, instant feedback messages to ensure correct installation of individual devices, and eleven field-selectable candela settings for wall and ceiling strobes and horn/strobes. More specifically, when installing Advance products, first attach a universal mounting plate to a four-inch square, four-inch octagon or double-gang junction box. The two-wire mounting plate attaches to a single-gang junction box. Then, connect the notification appliance circuit wiring to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe or horn/strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves. The device will rotate into position, locking the product's pins into the mounting plate's terminals. The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. SpectrAlert Advance products allow you to choose: . 12 or 24 volts . At 24 volts, 15, 15/75,30,75,95, 110, 115, 135, 150, 177 or 185 candela by way of rear-mounted slide switch and front viewing window . Horn tones and volume by way of rotary switch The SpectrAlert Advance series includes outdoor notification appliances. Outdoor strobes and horn/strobes (two wire and four wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. SPECTWert ~~~,nD\w,Jid Features . Plug-in design . Same mounting plate for wall- and ceiling-mount units . Shorting spring on mounting plate for continuity check before installation . Captive mounting screw . Tamper resistance capability . Field selectable candela settings on wall and ceiling units: 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, 185 . Automatic selection of 12 or 24 volt operation at 15 and 15/75 candela . Outdoorwall and ceiling products . Outdoor products rated from -400 to 151 OF . Minimal intrusion into the back box . Horn rated at 88+ dbA at 16 volts . Rotary switch for tone selection .3 horn volume settings . Electrically compatible with existing SpectrAlert products Agency Listings "@ <8> LISTED APPROVED 54011 3023572 7125-1653.186 (Indoor strobes) 7125-1653187 (outdoor strobes) 7125-16S3 188 (horn/strobes) 7125-1653189(horns) MEA approved MEA452-0S-E SpectrAlert Advance Specifications Genefil! SpectrAlert Advance horns, strobes and horn/strobes shall mount to a standard 4 x 4 x 1 y,-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 Hi-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,Clrcuit'" Module accessory, shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync,Clrcuit Module, 12-volt rated notification appliance circuit outputs shall operate between nine and 17.5 volts; 24-volt rated notification appliance circuit outputs shall operate between 17 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified, unfiltered power 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 service. 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 consrst of a xenon flash tube and associated lens/reflector system. Horn/Strobe (i.JD,biniitioo 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 horn/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 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 horn/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 outdoor/weatherproof back box with half inch and three-fourths inch conduit entries. Synchronization Module The module shall be a System Sensor Sync-Circuit _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. The module shall mount to a 4')16 x 41)16 x 2!Il-inch back box. The module shall also control two Style Y (class B) 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. The module shall not operate on a coded power supply. Standard Operating Tempemtme K Series Op6'f<1Hng Temperatvf? Humidity Range 5tmbe Flash Hate Nominal Voltage Opemtlng Volt,lge 11;;090" input terminal wire gauge Ceiling mount dimensions (lnduding lens) Willi mount dimensions OndwJbg !erE! Hem dimensions 320F to 1200F (OOC to 490e) -40oF to 151 OF (-400C to 660C) 10 to 93% non-condensing (indoor products) 1 flash per second Regulated 12DC/FWR or regulated 24DC/FWR' 8 to 17.5 V (12V nominal) or 16 to 33 V (24 nominal) 12 to 18 AWG 6.8"' diameter x 2.5" high (173 mm diameter x 64 mm high) 5.6Lx4.TWx 2.5"D (142 mm Lx 119 mm Wx 64 mm D) 5.6L x4.TW x 1 3-D (142 mm Lx 119 mm Wx33 mm D) Notes: 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. P, S, PC and SC products will operate at 12 V nominal only for 15 and 15/75 cd. A05-0395-002 UL Current Draw Data 8--17.5 Volts 16~~:;3 Vohs C,ncJeb DC rVVl~ DC FWR ~urd Pattern Standard 15 123 128 66 71 Temporal Cimdeia Ranqe 15/75 142 148 77 81 Temporal 30 NA NA 94 96 ~emporal 75 NA NA 158 153 Non-temporal 95 NA NA 181 176 Non-temporal 110 NA NA 202 195 Non-temporal 115 NA NA 210 205 Coded High 135 NA NA 228 207 Coded Cande!;, Rimsw 150 NA NA 246 220 Coded 177 NA NA 281 251 185 NA NA 286 258 *" ;l; ~. . , 10-:13 Volts DC Input 15/75 15 15/75 30 Temporal High 137 147 79 90 107 Temporal Medium 132 144 69 80 97 Temporal Low 132 143 66 77 93 Non-temporal High 141 152 91 100 116 Non-temporal Medium 133 145 75 85 102 Non-temporal Low 131 144 68 79 96 FWR input Temporal High 136 155 88 97 112 Temporal Medium 129 152 78 88 103 Temporal Low 129 151 76 86 101 Non-temporal High 142 161 103 112 126 Non-temporal Medium 134 155 85 95 110 Non-temporal Low 132 154 80 90 105 3--17_5 Volts 16-33 Volts dB DC FWR DC FWR High 57 55- 69 75 Medium 44 49 58 69 Low 38 44 44 48 High 57 56 69 75 Medium 42 50 60 69 Low 41 44 50 50 High 57 55 69 75 Medium 44 51 56 69 Low 40 46 52 50 7~ 95 1 '10 '115 - -~ 176 194 212 218 157 182 201 210 154 179 198 207 176 201 221 229 163 187 207 216 156 182 201 210 168 190 210 218 160 184 202 206 160 184 194 201 181 203 221 229 166 189 208 216 161 184 202 211 16-33Volts DC Input 135 77 185 FWR In!Jut LiS 150 177 185 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 Low 214 229 256 262 Horn Tones and Sound Output Data -~!!~}~~ Setting Repetition Rate dB t evei S-.tJitch 8--17.5 Voits 16-33 Volts 1 Temporal horn High Position Sound Pattern dB DC FWR DC FWR 2 Temporal horn Medium 1 Temporal High 78 78 84 84 3 Temporal horn Low 2 Temporal Medium 74 74 80 80 4 Normal horn High 3 Temporal Low 71 73 76 76 5 Normal horn Medium 4 Non-temporal High 82 82 88 88 6 Normal horn Low 5 Non-temporal Medium 78 78 85 85 7* Externally coded High 6 Non-temporal Low 75 75 81 81 8* Externally coded Medium 7* Coded High 82 82 88 88 9* Externally coded Low 8* Coded Medium 78 78 85 85 9* Coded Low 75 75 81 81 *5ettings 7, 8, and 9 are not available on 2-wire horn/strobe. AOS-0395-002 SpectrAlert Advance Dimensions C4.r ~ ....,... ~ = - ~ -= '-' = -= b:l --- 5. --- --- == t='1 r=] f-- -e,- l-- 6N r-I I \ 2.5N '- .1 I / 'li>... ..# I /' ./ \ '''---. SpectrAlert Advance Ordering Information 'Nail Hom/Strobes P2R*' 2-wire Horn/Strobe, Standard cd", Red P2RH* 2-wire Horn/Strobe, High cd, Red P2RK* 2-wire Horn/Strobe, Standard cd, Red, Outdoor P2RHK* 2-wire Horn/Strobe, High cd, Red, Outdoor P2W* 2-wire Horn/Strobe, Standard cd, White P2WH* 2-wire Horn/Strobe, High cd, White P4W 4-wlre Horn/Strobe, Standard cd, Red P4RH* 4-wire Horn/Strobe, High cd, Red P4RK 4-wire Horn/Strobe, Standard cd, Red, Outdoor P4RHK 4-wire Horn/Strobe, High cd, Red, Outdoor P4W* 4-wire Horn/Strobe, Standard cd, White P4WH* 4-wire Horn/Strobe, High cd, White Wall Strobes swt Strobe, Standard cd, Red SRH*t Strobe, High cd, Red SRK Strobe, Standard cd, Red, Outdoor SRHK Strobe, High cd, Red, Outdoor SW* Strobe, Standard cd, White SWH* Strobe, High cd, White Cdling Hom!5trobes POW 2-wire Horn/Strobe, Standard cd, Red PC2RH* 2-wire Horn/Strobe, High cd, Red PORK 2-wire Horn/Strobe, Standard cd, Red, Outdoor PC2RHK 2-wire Horn/Strobe, High cd, Red, Outdoor Cd:ing Hom/Strobes Iconn1.) PC2W*t 2-wire Horn/Strobe, Standard cd, White PC2WH*t 2-wire Horn/Strobe, High cd, White PC4R 4-wire Horn/Strobe, Standard cd, Red PC4RH 4-wire Horn/Strobe, High cd, Red PC4RK 4-wire Horn/Strobe, Standard cd, Red, Outdoor PC4RHK 4-wire Horn/Strobe, High cd, Red, Outdoor PC4W 4-wire Horn/Strobe, Standard cd, White PC4WH 4-wire Horn/Strobe, High cd, White Ceiling Strobes SCW Strobe, Standard cd, Red SCRH* Strobe, High cd, Red SCRK Strobe, Standard cd, Red, Outdoor SCRHK Strobe, High cd, Red, Outdoor SCW*! Strobe, Standard cd, White SCWH*t Strobe, High cd, White Homs HR Horn, Red HRK Horn, Red, Outdoor HW Horn, White Accessories BBS-2 BBSW-2 BBSC-2 BBSCW-2 Back Box Skirt, Wall, Red Back Box Skirt, Wall, White Back Box Skirt, Ceiling, Red Back Box Skirt, Ceiling, White Notes: * Add "-P"to model number for plain housing (no "FIRE" marking on cover), e.g., P2R-P t Add "-SP"to model number for "FUEGO" marking on cover, e.g., P2R-SP :j: "High cd;' refers to strobes that include 135, 150, 177, and 185 candela settings. "Standard cd;'refers to strobes that include 15, 15/75,30,75,95, 110, and 115 candela settings. SYSTEM SENSOR' 3825 Ohio Avenue. 51. Charles, IL 60174 Phone: 800-SENSOR2. Fax: 630-377-6495 m006 System Sensor Product speCifications subject to change without noUce ViSit systemse'lsorcom for current product Information, Including the latest version of this datil sheet A05"039S-002. 1/06.1t1659 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED: VALUATION: Building Permit Plan Review Fee State Surcharge TOTAL FEES: CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DATE ISSUED: 286 Fourth SI. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 3967-001-012-0009 ZONING: HC WESTSOUND GROUP LLC PHONE: WESTSOUND GROUP LLC PHONE: HANSON SIGN CO INC PHONE: ( )613-9550 PHONE: 02/13/2004 APPROVED': 03/25/2004 SITE ADDRESS: ADDRESS: ADDRESS: 2500 CHERRY AVE 2011 E 11TH ST 2011 E 11TH ST PO BOX 928 09/26/2004 $7,400,00 $153,25 2211 $99,61 4580 $4,50 0236 DOCTORS OFFICE 10 AND ENTRY SIGNS Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries (360) 473-5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance, or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days, Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended, 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 localloaw 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, J have read, and agree to ab. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: CONDITIONS L ' -- City of Bremerton's approva f this application pertains only to the City's regulat ry jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. A sewer main runs through the vicinity of the sign. Locate all buried utilities prior to digging. Sign shall not be located closer than 5 feet from the sewer main. The property owner shall bear all costs for damage, repairs or necessary relocation of underground utilities due to his activities. 2. LU: Approval based on revised site plan submitted March 16,2004. 3. LU: Illumination shall be directed away from any residences, or other light-sensitive land uses, and away from on- coming traffic. 4. LU: Additional living groundcover landscaping required. Non-living groundcover can not exceed 50 percent of the required. 5. LU: Landscaping shall be installed and inspected prior to finalizing permit. Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DATE ISSUED: 286 Fourth SI. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3967-001-012-0009 WESTSOUND GROUP LLC WESTSOUND GROUP LLC HANSON SIGN CO INC ZONING: HC PHONE: PHONE: PHONE: ( )613-9550 PHONE: APPROVED: 03/25/2004 SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 2500 CHERRY AVE 2011 E 11TH ST 2011 E 11TH ST PO BOX 928 SUBMITTED: 02/13/2004 EXPIRATION: 09/26/2004 MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Final Inspection - Building Page 2 of 2 '- C,ITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Numb~r: I 286 Fourth 51. Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 BB04 00867 BB04 00867 Building Permit State Surcharge 1/2211 1/0236 $ 153.25 $ 4.50 $0.00 $0.00 Total: $99.61 BB04. 00867 Total: $157.75 $157.75 CREDIT CARD Page 1 of 1 :':~;:~7:\C;r~c:,~-':r~', .~"i " '< < '~,,'<, ' , ," :'::,." :.,,' ~- <'.~~:,': 0 I , i!~~~;~~~ij:'. - --""',1 ~~~!~;Y:::3~2~~~~:2:~~~=~~~!~~~:~:~~~~~~~~::~~~~;~~~~~~~~~._ji Department of Community Development Current Planner, Robert J. Grumbach, AICP rgrumbach@ci.bremerton.wa.us March 5, 2004 Hanson Sign Company P.O. Box 928 Silverdale, WA 98383 RE: 8UILDING PERMIT TO INSTALL FOUR FREE STANDING SIGN (# 8804-00867) TO: Hanson Sign Company, Thank you for submitting a building permit to install four (4) signs at 2500 Cherry Lane. Please be aware that at this time the Department of Community Development cannot process your permit. The reason: 1. The proposed signs do not meet front yard setback requirements. The Health Care (HC) zoning designation requires a 10-foot setback from front property lines. However, signs may intrude up to two (2) feet into this setback. Therefore, a minimum 8-foot setback is required for all signs from any front yard property lines. 2. You need to indicate the clear view triangle on your site plan. Pursuant to BMC Section 21.02.740, no visual obstructions are allowed 3 to 8 feet above the ground within a clear view triangle area. The clear view triangle can be measured 40 feet from the centerline of the right-of-way provided it meets City Engineering clear view triangle requirements. Otherwise, the clear view triangle is measured 40 feet from the property lines. The main concern is the sign located at the intersection of Cherry Avenue, Hickory Street and Cherry Place creating an obstruction to traffic. 3. Pursuant to BMC Section 21.02.700(a)(3), landscaping is required around the base of each freestanding sign equal to the sign area. Your pictures indicate the signs are located on gravel and bark. Please note that the landscaping must include vegetation in order to be approved. 4. The distance of the street frontage is necessary in order to determine compliance with the maximum sign area allowed. Your site plan indicates enough street frontages for what is being proposed. However, specific information needs to be provided. At this time the processing of your building permit is stopped. Please provide the Department of Community Development with a revised site plan with the above revisions as soon as possible. If you have any questions, I please feel free. to call me at (360) 473-5379 or email at rgrum bach@ci.bremerton.wa.us.j ~ Sincerely, J ,- .~~ ~obert J. Grum ach, AICP Current Planner ." I f-.---n--..-n 48" .----.--------___________j 10'-0 " , ,.....--r...- ! ! I i I ! i I - c() ~ <{) 'OJ- - l'- ~ - r::: I I i I __J__ i .----,- ! 1 ! I i ::i . c{) i ~ I I , I I i _.__J.__J.._ _. LEVEL 100 -_2~::j~_.-~~---- ~~_ J! I '. : .1 If I I I I I}'" I I I. I " I " I .1', I_~ I--~----- ';~I~ -~-~--:~-- 3-1/2" CONCRETE PAD J 4" DIA. PIPE i' CONCRETE FOOTING ~ 30" SQ. x 36" DEEP (.7 CUBIC YDS) Jr-- 3-112" CONCRETE PAD 1-- 4" DIA. PIPE i , CONCRETE FOOTING ~ 24" SQ. x 30" DEEP (.37 CUBIC YDS) I 45 3/8" -i I I I I I I, . I I. I I.. I I I ',: ....._..I_~ . MAIN ID SIGN S/F IllUMINATED MONUMENT lEVEL 100, 200, 300 SIGN (TYPICAL) S/F IllUMINATED DIRECTORY LEVEL 300 MAIN 10 DIMENSIONS-10'-O"x 48" AREA-40 SQ. FT. DIMENSIONS-48"x 48" AREA-16 SQ. FT.(EACH) /1/2"=1' I PROPOSED INSTALLATIONS FOR ILLUSTRATION ONLY-NOT TO SCALE /1/2"=1' I Des- (Q)-Sales / P'o'BOX928 / / / Ign~ 9438 WILLAMETTE MERIDIAN RD. NW PHONE (360) 613-9550 SALES: RANDY HANSON D E PAR I .. E N T SILVERDALEWA98383 FAX (3601 61 3-9515 DESIGN: FORREST MILLER @2004 THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC. & IS NOT TO BE REPRODUCED IN ANY WAY 'MTHOUT PERMISSION OR TRANSFER BY SALE .. :../8~~cc:: '" li:=' \I ' ''-1'i' , ~l BD- C5 ~ ";:,,, , k,-'V "<'''iN:::, I l..J::ir- : ,-~ ~~o "c9. <:? "'d- 03' . '00 ~ SURVEY OF LOTS 12,13, J4, 15, B PART OF 16 OF BLOCK I THIRD ADDITION TO SHERIDAN PARK (VOL. 8- PGS.64-67J . - -SEC-7'ION-12=.T.24-N.~RJ-E.""-W.M. MA Y 20, /975 - -..?:~32"W --- 0 -- ------ 20' ------- : r-o f -..., , ,-. (ofF- 4=('Vf- '\~ J~J- . Legend: Denotes iron pipe with yellow plastic plug imprinted (Muller- L.S. 4217) and 2"~2" painteo white marker stake set. TOTI1L I1REA " 62,392 sq. ft or/. 432 acres. j\Ju C {()>-e~ ~~ & $ Cf- g o Denote existing iron pipe found. Denotes 3" round orass disk with punch center flush in concrete pavement for plat monuments found. o /...j ~Nc1s~ ~~ . '\~ ~...L . o 00 /u..'t.~/ ~- ' ~l)\ ,.- I \ r ,,' ~\R.~NC€....lb to: o '1;- - - ,_ / h,lNa I <Xl> ""-"'",,< ,J r\~\/ k"'" ~ I 6\ \ O."ll ~ , 11. \ ~ ~ . C' " I "€.:..... /' ... '\ e;;.... . ~~ ~ I to16 "Z '& \~- \~- \'" \ if '.'-i ,,' I I I I :t> N '~~ Arc Length 275.38 '- I. \ " 1 2 I \ -0- CHERRY PLACE N44023'31"W 67.23 --- Radiu~ 848.4/ I I \ I SURVEYOR'S CERTIFICATE -----..... Lenath 269.03 ,,',' -------~ AUDITOR'S CERTIFICATE Filed far record this.LS:_day o'-..JJ)i.f:/_ _ _ 19.:2&...... at2-e.H.Jn Sectian.E._Tawnship 24!:!..Rang8..!..E.aE.-w' M. at thfJ r8quut of W,ard...2.....-Muller - .,---urzrir _ LE"1L.lA./eJ&dr. _ By..LJLCL.ilfh!:- - -- County Auditor / This map correctly represents a survey made oy'me or under my . . onIoHn~-t.IJe-r..quirem'en'$ of the SURVEY RECORDING ACT at the request afJ2g.r:L..M..Q9fi:/. __ _ ___ In~~_ '" ___ Ward ~ Muller-Licensed La~;'r~se Na.4217 217 Sidney Av..nue Port Orchard, Washinliton SURVEY No.~24~/-J~3-2-ag _ _ _ _ _ _ _ AUDITOR'S FILE Na.J..381t'fl VOL.5 PAGE176 I I I I , ! f;J ____ I ---0____...... 1V260'l.'::>' / ~ ,J'24" ,i<.J1 -~~::> <0 I ""oJ.!1 ."5/ lQl ~I tJj ~/ Fieldboak Numoer 222 -----0 2706 ~ / -7/ ]580 if o~7 A_PPLICA.NT: DOWNER ~CONTRACTOR DAUTHORIZED AGENT I He D\ST oS"'" '" ' r (' .\ c ci r e:):): ~ a::> C NER 72- AVE. tax Accoum Number: I : .!:flIP 7 - C)OI-O/2-CocR A:ddress: I ~D// ri. I ,~ddress: I ~o Box '72/6 E;>4!Ii:/lOACFi,04 '183<63 Elxpiracion Date: S-o ~ I I Oomact Phone#: ! I I I I sf 8/lh1f. 9!331D -, \,_.l\\':1er _--"1JJi2r5QLJN D 6l2DcJP (,..': n ~::( [:~)r' _lL;:;IV'SON S/6N (J). ,,__,~,:: ~~~;~:c" ucc:nse;:;:: fI'iN6D :r'lf 22/ J" NSDxf RANO V (} C..j:l.[:lC: !)t~son: Check (he rvpe of application for below: i . I o SF RESIDENTIAL NEW D COMMERCIAL NEW I D DLPLEX D COMMERCIAL REMODEL D ACCESSORY BLDG o \l-\.:"'TFACTURED HOME 0 COMMERfIAL ADDITION ~IGN o RESIDENTIAL REMODEL 0 COMMERlCAl REPAlR 0 DEMO I o RESIDENTIAL ADDITION D MULTI-FAMILY D GRADING (Cubic vJrds I ' D RESIDENTIAL REPA1R D TENANT IMPROVEMENT D OTHER: Scope 0i Wack Pwposed, t<'tP'~ ~:I,\ ~\"'11 \}i'Jrdj rn, 01+; elL :r T) ~ ~'&oJ~ f-:. rnAlt0 C[)f'('\'Pt~ ::tD SlqD ~S ~ ~~Fd) , , I ! I I Garage: , i IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? i . BREMERTON D G~~~GDEPARTMENT 3CJ UJrt FootJge: Dwelling Decks: YES NO x, tk1J112~ I I:.,~ -\ppljc:.!C1uos (or whjch no penni( is issued, within 180 days following the date of appLication shall expire by LimiLHioD, Jod pl:.!!b Jnd olher dalJ submirted for rel'iew may thereafter bererurned to the appLicant or destroyed by the building officiJl. Tbt building .j!Ti,'~_il r.Jj\' e:\ltod the rime for action by the appLicant for a period not exceeding 180 days on request by [he appl..iC:.lnl ShO\\-lng lhJl Cl[cUmSrances bn'ond lhe control of the appLicant have prevented action from being taken, No appLicanl sh:.lU be e:\lended 1110re to'Jn once, In order to renew ac;tion 0 apj'Lcation after expiratio'n. the appl..icant shaU resubmit plans :lnd- pJ\' 3 new pl'_lll ;. DATE: :("':1("\\" I c: C'. :\.P P LI C-\.:"'TT' S S I G N AT iD - ~ SIGN CABINET MASONRY BASE LANDSCAPE AREA - o ~ MAIN I.D. SIGN-PLAN VIEW ALL LANDSCAPING TO CONSIST OF INDIGENOUS PLANTS & GRASSES ..} ~ "'\ - .. ~ - p~'to~~ ~r~"~ z t-.r~o-c.Q ., ~ P '\It '''(0" " tit .". - P ;. Q t p aT I @2004 THIS SIGN DESIGN is THE PROPERTY OF HANSON SIG UT PERMiSSION OR TRANSFER BY SALE IDSIGN SIGN FACE AREA-40SQ. FT. LANDSCAPE DIMENSIONS-60"x168" LANSCAPE AREA-70 SQ. FT. SECONDARY SIGN (TOTAL OF 3) SIGN FACE AREA-16 SQ. FT. LANDSCAPE DIMENSIONS-60"x96" LANSCAPE AREA-40 SQ. FT. .,.) .. - c() '<t - l'- ~ ---- ._.m__m._._ - - um --.--.-.-....---.. 10'-0 " ______.m 72 " 3-1/2" CONCRETE PAD 4" DIA. PIPE CONCRETE FOOTING 30" SQ. x 36" DEEP (.7 CUBIC YDS) 48" <C <t F ! , <i) i - : I , I :;-1/2" CONCRETE PAD Jf~ 4" DIA. PIPE CONCRETE FOOTING 24" SQ. x 30" DEEP (.37 CUBIC YDS) MAIN ID SIGN S/F ILLUMINATED MONUMENT DIMENSIONS-10'-O"x 48" AREA-40 SQ. FT. 11/2"=1' I LEVEL 100, 200, 300 SIGN (TYPICAL) S/F ILLUMINATED DIRECTORY DIMENSIONS-48"x 48" AREA-16 SQ. FT.(EACH) 11/2"=1' I Des- (Q)-Sales I P.o. BOX 928 I I I Ignm 9438 WI LlAMETfE MERIDIAN RD. NN PHONE (360) 61 3-9550 SALES: RANDY HANSON DE' A R I .. E " 1 SIlVERDALEWA98383 FAX (3601 61 3-9515 DESIGN: FORRESTMILlER @2004 THIS SIGN DESIGN IS THE PROPERlY OF HANSON SIGNS INC..& IS NOT TO BE REPRODUCED IN ANY WAY WITHOUT PERMISSION OR TRANSFER BY 5I>.LE - LEVEL 100 LEVEL 300 MAIN 10 PROPOSED INSTALLATIONS FOR IllUSTRATION ONLY-NOT TO SCALE "' .' ~. BjS04 -- -1.~CZ?:..32"W -- 0 -- ---- 20' ------ DO~'1 SURVEY OF LOTS /2, /3, /4, /5, B PART OF 16 OF BLOCK I TH/ DADDITION TO SHERIDAN PARK {VOL. 8- PGS.64-67J SeCTION 12- T.24N.- RJ E.-W.M. MAY 20,/975 I::: . ~ -NlT'''A . ,NCt:::. L.12 Ii ',- II ~\J ?;::.v~ ,,<!<.~ '" l..e:., Lenath 269.03 ------- -~ AUDITOR'S CERTIFICATE Filed for record /his.L5:'_doy af~L..j/___19.2tf- oLZ1.Y.Jn Sec/ion.Jg_Township 24!::!-RongeJ.f.aE-W. M. 0/ /he' requu / of Ward C. Muller - --;; rz;r /r _ LE~&lr:. _ By:LLCL.1'fh!:- - -- County Auditor / REVIS D ~ ~ ce; ~ B ^~ ~ ill] lllU Legend: Denotes iron pipe with yellow plastic plug imprinted (Muller- L.S. 4217) and 2"~2" paintEiii IIIhite marker stoke sst. o Denote existing iron pipe found. . ,......, .!.. \.l L...iY! BRl:MERTO!I! aWLDiNG DEPARTMENT tL J O Denote.' 3" round brass disk with punch center flush in concf&te pavement for plot monuments found. TOTAL AREA" 62,392 sq. ft or I. 432 acres. -z. '& \~- \u' \cr-_ \"'- \ I ~ I B'::;1RI4t-:lc€. -tb 1>A. I ..: ~ g:-JR I I::? .1<..1<,\'-4 Lcr I I I I I I I Arc Length 275.38 ..~~ '\~ \ ~.J.. o /,3 CHERRY PLACE Radius 848.4/ N.44023'3tW \ I \ SURVEYOR'S CERTIFICATE This mop correctly represents a survey made by me or under my direction in confarmonce with the requirements of the SURVEY RECORDING ACT ot the request of J22!LNJ29<h!. -- - --- I~~~- Ch7J_/?~A- ___ Word C. Muller-Licensed La~~ No. 4217 217 Sidney Avenue Part Orchard, Washing/on :,..... ~~o ". c9. .p ~ 6'. '00 ~ : r-- f -I . ",. If , "ri f:':' I 1 I I - ! ~ ____ I -1>~O/3' " J.<.I/ - 24 W <Of ~ ."'lJ 101 "1-1 ~I ~I Fie/dbook Number 222 -----0 270~ SURVEY Na..!.S...24-OI-J-3-2-ag - - - - - -- AUDITOR'S FILE Na.~.38/L8.. VOL.5 PAGE-L76 ~ / -7/ ~~ '\~ ~..L. . o - -'?::02'32"W --- --------0 20' ------- 20'" i : ,-~ -z,~o , "cSl, .p ~ 13'. '00 ~ '. SURVEY OF LOTS 12, /3, /4, 15, B PART OF 16 OF BLOCK I THIRD ADDITION TO SHERIDAN PARK (VOL. 8- PGS.6~-67) SECTION 12- T.24ji[--RJ E.-~M. MA Y 20, f975 --0::::: ---___ N290S/'3 " ____ 4W ______ //3.04 ---- ---- ----- ---- ---.!.Z 0 ~ ------ ---- ------ ---- ---- --- p:" - N'..:.... .. "I,\,Jc. , , i....of Legend: Denotes iron pipe with yel/o w plastic plug imprinted . '(Muller - L.S. 42/7) and 2""2" painteo white marker stake set. o Denote existing iron pipe found. Denotes 3" round brass dist with punch center fltJSh in concrete pavement far plat monuments found. o TOTAL AREA = 62,392 sq. ft orl.432 acres. -z. '& \~- \~- \'" \ /~~ if '.'l 1-- Arc Len(}fh 275.38 ~ N \\~ q1- -t. -t." o '- \ CHERRY - I @ I \ Radiu~ 848.4/ N44023'31uW 67.23_~ I I I SURVEYOR'S CERTIFICATE PLACE This map correctly represents a survey made by me or under my .. eAce wit/t-the-r.equirements of the SURVEY RECORDING ACT at the request of l29!LM.S2.9a:t. __ _ ~__ In~~_ ,'___ word: Muller-Licensed Lo~~r~nse No. 4217 217 Sidney Av..nue Port Orchard, Washington Lenath 269.03 ~ -~ AUDITOR'S CERTIFICATE . -______ !. ~ . Filed for record this..L5:'_day of.-::!IIU_ __/9X- ---0 a'-.21..I:/.,..Jn Sectian...!.?_Township 24!:!...Range~a.!!.!....w. M. / ~O/3'24" at the request of w.ard...2.-Muller - -urz;r if/" ,I<J/ - ~ B.3 I. _LE~~r. _ By:A:....~lfh!=-- __ .f€/ '~ County Auditor / ~! SURVEY No.~24-OI-J-:;-2-ag _ _ _ _ _ _ _ fJj ~I AUDITOR'S FILE No.-.lI..3811.1l.. VOL..5.. PAGE..L.76. Fie/dDoak Number 222 ----0 2706 .,-- / -7/ . ~~(jrn" @_-=:~ -:-'"1 I \1- ,-'- 'cJ.;~ ,]BoL{ o~7 l ~ APPLICAJ"IT: DOWNER .P(CONTRACTOR DAUTHORIZED AGENT He D \s T ,S;" Tax .A.ccounc Nwnber: !flIP 7 - 001-012.-CX:x:f1 A.ddress: I ).DI/ fi. I/+h sf 8~. 9!33/0 I Address I PO 'Box '720J C>4;/ifi.OAUi 04 q83~3 I ExplIaoon Date S-o ~ Contact Phone# & " , ~l[,-' . .CCll"(:)). ~ CO CHfiR72. AVE. Ch,\";;cr /NfiS[5/)lJND 6l2DVP I.lL c_::=':: =.r',: C ~o r _dFJ!'LSPN SI6t/ (J). \~_I~);~ ~,=-~~~'~C'r LJcc:r1sc;: H/l!JSD :f.'If 22/ J 'R~ND 'I 'l'JSDxf C~Q;i.c:~cr Pc:.son. 3 Chec k (he rype of application for below: BREMERTON o SF RESIDENTIAL NEW D COMMERCIAL NEW D GAR!X.I@IitGOEPARTMENT o DLPLEX 0 COMMERCIAL REMODEL 0 ACCESSORY BLDG o \iAc"r1,.JFACTURED HOME 0 COMMERCIAl ADDITION ~IGN o RESIDENTIAL REMODEL 0 COMMERlCAL REPAIR 0 DEMO o RESIDENTIAL ADDITION 0 MULTI-FAMILY 0 GRADING (Cubic \'ards~~_) o RESIDENTIAL REPA1R 0 TENANT IMPROVEMENT 0 OTHER: Scope ,)t \Vork Proposed: ~p \ACfi. ~~\ ~\~ 't:f)Jaj 00.. 01+; e1L -:r f) __~A\t0 CDf'(\\>tFi-~ ID S\qu ~'S. ~ ~~F(j) , ~"TR.u ~, ~~~ \ Square Foouge: Dwellu1g Garage Decks is THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO X. tk14J;!l~ , I;,~ -\pplJCJCJOrlS (or ,-,bJch no permJt is Issued \\cithin 180 days following the date of application shall expire bv limlullon, and plCllh and olher d:lu sublllll1ed for review nn\' thereafter be rerumed (0 the appiicJnt or destroyed by the building officl:l], Tbe buildlJ\g o,"fic":a! ,~Ll:' c\lend the nme for acnon bv the applicant for a period not exceeding 180 days on request by lheapplic:Jnl shoY"lng lint ClfCU!11sunces bt\'ond the control of the applicant have prevented action from being taken. No :Jpplicant sh:lLJ be ntenclc-d more lhJn once In order to renew ac;rion 0 apj-Lcarion after expirarion, the applicant shall resubmit pbns Clnd'p:lv :J new pic!!, !. ~ (-""1 c: ,,\" r t l' / DATE: :\2 PLI CA.c"-!T'S SIGNA T . €ITY OF BHEMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: 286 Fourth Sl. Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 Total: $ 99.61 $ 99.61 CREDIT CARD Page 1 of 1 BUILDING PERMIT ;;t5, SIT '." SPECTION lJJ. ~C :;,~~ ~EC &ROTECT TH/~~':!o'!rHE WEATHER Building D Plumbing D Mecba:lnical D Fire Alarm/Sprinkler D -~ DURING INSPECTIONS THE BUILDING :P":EIRMIT & APPROVED PLANS SHALL BE ON SITE Permit # BB04 - 00 "':61i2 For Inspections Call (360) 473- 58'1-' ~@@1J @~ @~1J~ Approved Date Notes Erosion Cl'CfJlli Irol In Place 1 st FouMlrJa,..tion Footing FOUNDATION FtJijlll/ldation walls DO NOT POUR CONCRETE Plumhi1lg (;;round Work PRIOR TO APPRO V AL In Sll'!ll1~ Mechanical FotJ1!till.~g Insulation 2nd PLUMBING Rough In MECHANICAL Duct / Vent GAS PIPE Support/'Ne~t / Meter set 3rd Hold tl0f4J11 connections Slte'.iJn'l"'anelnailillg FRAMING L&I Elf!Ctlt.lic-:al Approved If pt & 21ld are approved V entilaiilJ'''1 r~'l?quirements Framillf: 4th Under-floor walls INSULATION ceiling All of the above Must be approved Prior to final L sth 6th FINAL SHEETROCK ALL FINAL INSPECTIONS COMPLEErED DO NOT OCCUpy BUILDING WIT It()[OUr BUILDING DEPARTMENT APPROVAL OCCUPANCY VIOLA nON]~ ; A lVlISDEMEANOR - SECTION 305( d) PROTECT THIS ,V(MilJJ FROM THE WEATHER " , ""', BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Prone: (360) 478-527~ FAX: (36'0) 478-5278 BUILDING PERMIT Applicant~ ARMSTRONG HMS BREMERTON INC 373-5061 2531 PERRY AVE BREHERTON, WA 98310 Permit No: 00-0239 Status: ISSUED Applied: 05/16/2000 Issued: 06/05/2000 Expires: 12/02/2000 Job Addr: 2500 CHERRY AVE Location: WESTSOUNO MEDICAL CENTER Parcel No: 3967001-012-0009 Owner: WESTSOUNO MEDICAL LEASING 2500 CHERRY AVENUE BREMERTON WA 98310 Contractor: ARMSTRONG HMS BREMERTON INC 373-5061 2531 PERRY AVE BREMERTON; WA 98310 Lie I: ARMSTHB307QL Exp: 5/7/2000 Subcontr: Oesc: INTERIOR REMODEL TO SUITE 203,(PHYSICAL THERAPY) ~*************~*****************************************************************************~ Valuation * Permit Fees: 239.40 Total Calculated Fee: 361.71 10;000.00 * Plan Check Fees: 117.81 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 361.71 ~~~*~**************************************************************************************** MECHANICAL./PliJMe,!NG FIXTURES--" MECH-Clothee Dryer......".""". = 1 PLBG-Ki tchen 8i nk. . . " " " . . . . " . : 1 PLBG-Clothes Washer...........: 1 ******************w.************************~*******m~**************************************** ihis permit shall become null and void if the building or work authoyized by this permit is not com~enced within 180 days fyom the date of such permit, or if this building or work authoYized by such penrlit is suspended 01' abandoned at an>' time aft.ay t.he woYk is commenced foy a peYiod of 180 days. NOTICE- It is the responsibility of the pe1"mit holdey, not the City of Bn~meyt.on 01" Building Official to see to it t.hat n~quinild inspections axe ma,de. ihe pennit holdey must notify the Building Official when yeady foy inspections. Failure of the peymit holdeI' to noUfy the Building Official of required inspections may Yesult in the stoppage of the vKll'K until such Ume that 'the peymit holdey can su!,)stanhate to:> the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, OY financial bu,Yden shall be bome di YllfCtly by the peymit holde'(. f'ailunil 'to substantiate code yequixement.$ will indemnify the Cit>, against any and all yeeponsibility or liability connected with t,lIe const:ruchon. I heyeby certify th<?,t I have n:ad and examined this perrnit and know the same to be tt'ue and coner:;;'\:.. All pyovisions of laws and oydinances ~o,veming this type of woYk will be complied with whethey speci'fied her'ein C'IY not. ~he ,anting of a peymii: qO~$ no.1: pyesum. e to give 'authoYity to ViOla.te. '"r cancel the provisions of. any othe et~e KV.O&l l~~ Y(}11'i.rr ~ Istruction OY the peri. oYman~~of/ ~nTDlCtiOn" S.goo""", ----\.,~ __ Oat.,,_ . P .! ct!'l'tify I~.. am exempt from the ::qtlirements 0 ,the state ~ontractol"$ yegistYliltion law, u.ndel' ' Section 3. ~~:l'(, 126, laws of 1967. Sign<1tuYe:_~_____________.____.:.- I)ate=~__---:._~,_._____,.. ***)l(:l(;t.:****ll<:<<**.uUU>KnU>"OK f'JlA '\ . /' - c::::. - 6 O. Permit Center--Approved By: L)_~__._. Date: __~___.d_____ . - BREMERTON PERMIT CENTER 286 4th Street.,. Bremerton" WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job Address: 2500 CHERRY AVE Location: WESTSOUND MEDICAL CENTER Assr Acct No: 3967001-012-0009 Building Permit No: 00-0239 Status: ISSUED Issued: 06/05/2000 Expires: 12/02/2000 R E QUI RED r N 5 PEe T ION S Item: 01600 PLUMBING ROUGH-IN Item: 01700 FRAMING Item: 01900 SHEETROCK NAILING Item: 02150 CROSS CONNECTION CONTROL Item: 02701 FINAL--FIRE Item: 02700 FINAL--BLDG Dept: BLDG D0pt: BLDG Dept: BLDG Dept: CROSSCC Dept: FIRE Dept~ BLDG Division: Division: Division: Division: Division: Division: ********************************************************************************* TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIO 5 PERFORMED BY THE CITY OF BREMER TON MUST BE SCHEDULED THROUGH THE PERMIT CENTE , (360) 478-5275. Date: ._~ ~f ~~~ . ==~~~;~~~~=======.~======~===================~~====================~:=========~ BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 00-0239 Page: 1 ===~====7=======:==========~=~=~=================~============================= "" ". \ \"" \ Job Address: 2500 CHERRY AV~\! ':~ Appl led: 05/16/2000 Assr Acet No: 3967001-012-0069 Approved: 06/05/2000 Location:; WEST SOUND MEDICAL CENTER Issued: 06/05/2000 '. ,,' Appl~6ant: ARMSTRONG HMS BREMERTON INC Owner: WESTSOUND MEDICAL LEASING Contractor: ARMSTRONG HMS BREMERTON INC Descr" iption: INTERIOR REMODEL TO SUITE.203,(PHYSICAL THERAPY) \.::{-' r " Candi tions: I," tiC-- ,;" ^ I "" 1. A)Meet USC chapter 10 exiting requIrements. 8)Fire-Prlotection andfi~e-extinguishing systems and spacing shall b~ maintained acoording to original installation standards. C)Fire sprinkler and fire alarm systems may need to be extended, altered, or augmented as necessary to maintain and conti~ue NFPA 72 and NFPA 13 protection levels. D)Maintain fire-prot~ction systems operational during const y"u.cti on" ". "" E )Exti nguiushers per UFC 10-1 H /"~L- (:;. 2. ALL PLUMBING FIXTURES WILL NEED CROSS CONNECTION PRQTECTIOl\I. c r ..(.~ "." "J ] \ '~~-;" / I ."" -~ ~,,' ,-" \ nV '~' ~_~-L-_~~_ Date-.1_~_ .~ ~ .,..... -;..., '....." '\ I~ (...-"' , I \ -......... ~ I ... - / '*~jl~*~~~t~~*J=X*<<*t~~*~**~.~~*~t~~~'***~~~~.~*~*~*':t~~~**~~r~* ~n::cnVI D*~~~**~~~#.****~~***D~*~~***.~****~*.*~***~~W.*~**~***E,.a.*<<** fK(:!' I.PT NUlllbf}f ~ OUOOO/I~6 (1}mounl = ?i:l" 90 0(,/0:)/00 14" 2'8 P;o'ment I"i€::l:hod: VISA NOla,Lion: {HmSrR01~G t)[~)~j InJt~ \}W . _.. ~.,..... -....... .... ..--. _. ~"----""'-_.""'~'''- -,....""..., -.....- '. ~ ."-. ---_... ..- ......... .',.-,.....-,-. ...... -.... jll~r mit 1'.10: OO-DZ39 r~'pc~: 81.0(; 8U1Ci PERi'llT ll)/l'JECH/P ricH C,.I t ~"'..I: 3'.."61 nOl...OL:-()()09 ~;i t p {\diJre~,:,:',,' ;:500 CHERrC'r' {WE loG~~l.i.()ll: ~JESi'~()UNO t1CDICAt.. f:E!fiLR rota! f:I;,'::::: ,hi'.> hWlTlent 243.. ';:'0 rot..d {.\LL Pm t s:: Bah,nce.; :361 . 1 J .:o;(>L71 ..00 ~L~**~*M***~~*>>~ta**~.****~**~*~****h.I**~**~~~.****~~.r~******. '~('C'''\Ulj1. Codc,' Desc('j.pl.J..:l11 1:1Il10u.nt 16-822.1001 (~!lJ) BUILDING PCRHif rLE~ J81.25 J~-~22.1005 (2}1~) MECHAN1CAl PERM!l Fer; 34.15 16-322.1003 (2213) PLUMBING PERM!l FlES 24.00 6-Li '.~'3l..lj ((l2~% ) S'I (; I [ OF I~A ~:,URCH{'\R(iL .~ . 50 .~ ~. ".-.- " -..~ .....- _.... _ .....,,...., ..~ .,......... ~'...... w.."'" .........'..._ _.~... ....'. .'~..... _ ,.,..... ~.... _.. y OD --O;}-3Cj !!!!'i!!!i,;;~III"'IIlrIIl_;J1'!'III_i~IIIIIIIIII_: APPLICANT: DOWNER ~CONTRACTOR DOTHER Tax Account Number:.3 q <"'1 00 \ D \. "Z.. 00 0 "I Check the type of application applied for below: o SFR 0 DUPLEX 0 MULTI-FAMILY o MOBILE 0 ACCESSORY BLDG 0 RES ADDN o RES REM 0 COMM ADDN 0 COMM REM o REPAIR 0 SIGN 0 DEMOLITION o NEW COMM. ~ TENANT IMPROVE:MENT o GRADING (cubic yards: ) 0 OTHER: Namreof. workProposed:~ Ji- \)~ ~OO ~\~. M q). . ~ .. _I\f_loea:k-, )\'Jl:o.tk \.AJ~ fu1. fLJ l rv;~/ ~ ) ) Square Footage: Dwelling Garage: Decks \0 DOl) ,OD "." ............................_-... -.. ..................................... ...... ............................................. ..... ..::l?~fIliit:t?ee :.... .....:.:.:.:...$l#:C:b.~...........~ ....r ......:.........r:rQt~I:.lf~~~...:.:...:.....:. ..........................._-......... ..\.\..V'~ll1a:nhii:.:.:... . ..... - - - - - --- - ..... ............................... __n State: $ 4.50 Applications 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 application showing that circumst3l!ces beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. DATE:--'illiJC}.f) ;?q~ APPLICANT'S SIGNATURE: ....MECl:IA.NICAL... [)(l ....PLUl\t1J3ING.. ....j EI... Type of Fuel: Occupancy: Electric Residen tial Oil f)JtNA 1Jv ioN ~t ~D3 Owner: Con tractor: IC\ Ntf\'~t"fLJrv\J J\ddress: ?.,. ') S \ J'ttt~'\ ~Vf\~I\.~trL U~IJ ~ ~l b Phone 1tO ?/13 - SO b J Contractor's License Number/Expira6on Date: A~~:<<H 5 3D~ Q~ ~ { 7/~Ol No. 'IYPE OF EQUIPMENT No. 'IYPE OF FIXTURE RJ\.0: G E WATER CLOSET \'(lOOD/PELLET STOVE/GAS FIREPL\CE BATHTUB GAS FLTIU'\i,\CE btu: LAVATORY (bath sink) CONVERSION BURNER btu: SHO\VER I UNIT HEATER btu: X I<lTCHEN SINK BOILER btu: DISHW1\SHER GAS PIPIl\"G I L\Ul\"DRY TRAY I EVAPOR..A. TION COOLERS btu: X CLOTHES \XIASHER AC U:\:IT btu: ! WATER I-ffiA TER I I HEAT PU:\IP btu: URINAL I REHL\ T BOX btu: DRINI<lNG FOUNT\IN I I AIR I-L\NDLING UNIT bnl: FLOOR SINK OR DRAIN I i EXI-:L \CST FANS I SLOP SINK I i I RA.""GE HOOD (residential) I WATER PIPING & ALTERATION RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR I I / CLOTHES DRYER HOSE BIBBS I I IN CINEIL\ TO R I LW/N SPRINKLER SYSTL.vI I DeCT "\LTERi\ TION S\\TM:\!ING POOL T.\NKS type: I BLDG. SEWER: (mobile/moved house) I REFRIGERXI10N UNrr ROOF DRAINS I OTHER: I OTHER: , I - , f .. 3f/75 r.,rECIV\NIC\L FEES. PLUMBING FEES: dLf CITY'SURCF-L\RGE: TOTAL FEES: o"""'D r"'" \ 'T r....... \ ,.. 1 ""\p PUCi\ NT'S SIGNATURE: tJJ DArE.~111/v D I\~ *********~****************************************************** RECEIPT **************************************************************** RECEIPT Number: 00000403 Amount: 117.81 05/16/00 14:52 Payment Method: CREDIT Notation: ARMSTRONG CREDIT Init: VW 00-0239 Type: BLDG 3967001-012-0009 2500 CHERRY AVE WESTSOUND MEDICAL CENTER Total Fees: 361.71 117.81 Total ALL Pmts: 117.81 Balance: 243.90 **************************************************************** Permit No: Parcel No: Site Address: Location: BLDG PERMIT W/MECH/P This Payment Account Code 16-345.8300 (4580) Description BUILDING PLAN CHECK FEES Amount 117.81 / ,/ .~ '1' . I 1 M o__n ~,~R ' - ,.,v-ir 3 E) 0 -7::7:9-76:1) ~ '" ~., ..' ~ ' . ~ ...... .f , . ....':;I't" ",'.':' ": .' '--': ./~{~raRQl!Z!:~~~;.,,',; H:;, '" '" ""'\" , . , ft:.; pn' f' "ii'''>: 'J1~L" - ~ 1,,-,) 'lt~ y} 0.; L~gOf~r:t"'J ,', \ _,_ ":" ',' 'I:',"'~X~::~': '\ .,.~~ I' :', '. /':, 1 :~. ", . ""'~',~~=:-~~~" .... p.2 "".." /--j EXISTING' FL. .JST4 .< . ,.," -: "Y;:~,'~ 2x4 TOP PLATES 1/2" 1/211 G~B , '-'i~,'\,\1>-~; ......:;........ ~. ;,.-'<~~i: :~r ,~'.::' ~ ,.,:7j L', '4 ~ ~. ',,;' , , . "'.. ~, 2x4 5TUDS@ 16'" o.c.... .K~~}.;~~'~:-r,~. , . "r 2x4 BOTTOM PLATE --,; l' ~" "~"'''''' EXISTING FL. ~ST. .. ,<'.~ ',~.~ ,-. ..,.,.,....',,,. . . '" '~~:t~~~Jt~:~i~i{i.' '. " . ",<'It., . ~ f"~;i TYPIGAL<I'N\iERIOR ~ALL ';'" . , .. ~ " , "';'.:':0*. :J,:~:. ,t . '~:'.'x' .~,'>i, :',r; ,r ,t('i{~~~2; 5CP.L-~ N ,f,5, "..: '. Ie ,,~, '. . J.,'. J... ," Sc,ope of work:! . Address: Owner: Contractor: bKt::Mt:I-{I0N bUILDING DEPARfMENT Inspection Report .~7 '::;s ,-_So(or . I Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings required width & depth Walls: required size ---- ---- -.---- Special inspector (when applicable) Hearing soil (soils analysis if applicable) FOUNDA liON COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 X 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place . Mudsill treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly oulisde Range hood Dryer exhaust vent All vent terminations: windows & property line ---- Fireplace combustion air Windows: meets egress requirements - Windows: proper U valve Windows: safety glazed where required - Ceiling heights Stairs: headroom clearance stairs: rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10' Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers - Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheetrock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in FRAMING COMMENTS: ~~~Q-, #~'00 .. ENERGY CODE COMPLIANCE APPROVED: Insulation: proper R value Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space I COMMENTS: , f '^ \ \ ~ -...; \ I UNDER FLOOR/FOUNDA TION INSU~ON APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: ,...i "'l1lI ------"---..---.-..-- ^pplianc!~ IOCiltiol1 ;nd au;cs~" r --_. ------------.._-- --------------~.-._--.-'.- Ventinq clear ance to r.olJlbustibl ------ .__._--------~--------~----_._-,_.. Vent termination ----~--- Ducts: size & support -- ~_.- - Gas pipe size & support --- Gas pipe within 6" or undergroLJ ---- ---------...--- Gas logs: safely shut-on ----- ------------------..-----.-- Wood stoves EP/\ cer1ified --- Wood stoves & fireplaces prope Chimney liner: when required ME.C! IJ\NICJ\L ':f="~~:=~=T::=--~:~Ji~t~~~c~nb"'~'""~-~~~~===-- ________._.______..____u__..__u__.__ _ GaSI)ipe ,-uider les-C---------- ____n_.____ --------------.-.-..---..-.... j-Gas pipe underground min. 12" below grade nd.r.oale:T----.---- ---~. Ga.~ SI1UIOI~;-;~;~~~Plianc:- --- --------.------- ___...___n_ -Gas logs~-(jarnper permanen!iYopen-- ------------..---.--.--.---u----.n-..\.i\ic-odstov.es & fireplaces Tight-fitling doors ------rhearih-.-----.---- -------.- Mant:ifaclurer's specs on site -.--------.....------ ._u.__ - C'-limney: separate flues when required ------- COMMENTS: GAS PIPING APPROVED: /) OTHER APPLIANCES APPROVE~:':vt~ ..__ _.___._____._FURNACE APPROVED: r,,-l.l:_~ tJ PLUMBING DWV & water piping under test .- DWV: proper sizing DWV & water piping proper Sllpport --- Vent termination -- -------~---- Watp-r supply proper sizing .- Water healer: gate valve on cold waler supply ------ - --..... Water healer relief valve drain to outside ------- ----.- R-10 pad under water healer when required -- -------- -- Grease traps/interceplors: where required COMMENTS: DWV: proper grade -- .- DWV: proper drainage fittings where required - - DWV: required c1eanouts ..- -----. All fixtures vented properly ---.. ---.- Shut-off valves on all fixtures -- Vacuum breakers: where required - Water heater: slesrnic strap ------------------..--- - -~---_._~-,--,------------_.._.__._-----------_._-- Water..piping insulated as required - ------.---------------.----------- Proper indirect wasles where required - PLUMBING GROUNDWORK APPROVED: ~~~=~_~..__.PLUMBING ROUGH..IN APPROV~' 61500 SHEETHOCK SHEETROCK APPROVED 179'-~~---;:-e~ ~ g~.__._-_.... . FINAL __ ~:~~~~i,,:~:::" --:=::f.--~- . :~~::~e~;::':::~r: requ;red Handrails & guardrails, as required Fir e ratings maintained ----- ------------..-_______________.__. ----._..._0__- ~____ ____________.__ Exit signs when required Emergency lighting when required ...-- ..-- .---.---------..--.. .-. .--.--..- . Occupant load posted when applic;:~b:e Building weathertight ~---- ------.... .--.-.--.-..--------..... "..-.------... ------_.- Wood siding to earth separation (fl" Building Address posted ----- -Rllilonrno,iitor ~hen reqUir~~~~:-.--.-._---====t~=~~- ----=-----------------. Proper fastening nails-?" a.c. hariz plane Proper fastening' screws-12" ac. horiz. plane (11 Proper fastening: screws-16" oc. vert plane (1/2" --- Proper fastening screws-12" o. c. hariz. plane (5/8 Proper fastening: screlNS- 16" oc. vert. plane (5/8 Area & occupancy separation walls --- Usable space under stairs (5/8" required) - Corridors 2") ") ") COMMENTS:__ COMMENTS: .....~ ~~t:..z~q~---~ (; _.~ FINAL APPROVED: nails 8" a.c. vertical plane .. screws-12" a.c. horiz. plane (1/2") 24" o.c. framing .- -----.-. screws-12" o.c. vert. plane (1/2") - 24" o.c. framing ~lscrews-12;; o.c. horiz. plane (5/8") - 24" ac. framing ."- - screws-12" ac. vert plane (5/8") - 24" a.c. framing ---- "------. Draftstops where required ~aterboard where required (not on ceiling) .- ..- ---- -.------.. t('*' .,>>- '. E<.BDm.............rB..DI.. ...:nWWJ~HD: ."E"D.~1D."l"B! I ;-:-.::-:-:-:- R.IDlUJDR;.;:.U1.W~::':'- - : : ." :...n':u:-: -. r~:.~:.11'IID1'~:I:>: !~1:::'::!:!;;iji;;_I._."I;:I::;!111:i;;li::!ii;i!;J;~$~$;!ii!!!;:;l!,ii;if ii::&~i~;;~;:;~f ~f~~;;~~P~~~~~; ~:lIi(.llllI~lIjjJ lilltill!l:;!~jjjlllll J~III'.I;lj Please review this request for approval to occupy the following structure and return to this department by ASAP . Thank-you. / Permit Technician: VALARIE Date: 3/28/96 Building Owner: PAUL MCCULLOUGH Tenant: WESTSOUND MEDICAL BUILDING Nature of Construction: TI Address: 2500 CHERRY AVE. SUITES 202 & 203 Contractor: LABOR SERVICES INC. Permit Number: 96-0085 Type of Business I Use: MEDICAL OFFICES Type of Construction: VN Occupancy Classification (UBC): B SUITE 203 1344 Square Footage: SUITE 203 1229 SUITE 203 40 Occupant Load: SUITE 202 47 . ," , r... ; i: ComlDents: ~lt '''~~~OBYIQ~ DATE: '-1/'3 /110 .,~. ". I I ... ..~ " ,; ; ~. S ,__t:a.... , . ~ -i RErelVED APR 0 3 1996 O"'Ul . .-,j 1\;) clod '-':'r .~. , l.Ju~~~jC~ City of Bcemerton ~)BD"''IUn7'D~.at....'B'''''''''..''''W1U~'.'..D''E'' ...-.... .... d"/. ". .... . .....( '1 :>-.<:::::>: ..ft1I:i1U~;I::.UL~>::: :_u:.:~n':u-:::-' -' -.E: ." :;:: _ ::.- :. . <. .:::- .::::::: :,!'!!!!,;;,:!!!!!!!!-I."~;!!!i!!!;!;;!;!!!!;;!!!17~$~;!!!!!!!;!;;;;'!!!!;/, ~QU~~~!l~R ~~~~}JJt1VCY ~P~9Y#d .. t::Il='IEI!IIII;Jjjlltj'lir~.,I,!;I;lllljllj;;. '1.'li:ili!II!!!!!iiJil Please review this request for approval to occupy the following structure and return to this department by ASAP . Thank-you. Permit Technician: VALARIE Date: 3/28/96 Building Owner: PAUL MCCULLOUGH Tenant: WESTSOUND MEDICAL BUILDING Nature of Construction: TI Address: 2500 CHERRY AVE. SUITES 202 & 203 Contractor: LABOR SERVICES INC. Permit Number: 96-0085 Type of Business I Use: MEDICAL OFFICES Type of Construction: VN Occupancy Classification (UBC): B SUITE 203 1344 Square Footage: SUITE 203 1229 SUITE 203 40 Occupant Load: SUITE 202 47 Comlllents: ,..' 1 / ............................................................................:~,.. ........~./':~........:.:.::....:......................:.:..................................0 ///1' j}~7r;f!1/,.,L... UP.. BOVEO' 'NO~""'D" PIlDVED' BY: , ;. -. - : ..:. :.: . ....:.:-:: - . :.':, . . . '.' '.. .....: .'. .. .:.:.:.' .....: ........ .. / .:.:.:...:.....::..:.:.:.:::...:.:.:.:-:...:.:::::.:.:::.:.:.:.:...:......:: ::''''.:.:.:::.:.:.:::':.:.:.:::::::.:.:.:.:.:.:.:.:::.:.:.:::.:.:.:.::.:.:.:.:.:::-:.....:.:.......:.:.:.::::. '--r.- <:/ ~ '-' / . DATE: ( L( 7'--L ,- ~ k 1/ . :;::;d.~;~r~_.;J REQl.1l?~rflJ.R ~~1.1~~(JY APPROVAL El~IS~lel~111 !1.;!;IJII:;il~:::~mewnu Please review this request for approval to occupy the following structure and return to this depanment by ASAP . Thank-you. I ~ ".1 j ; .. J ..,; Permit Technician: VALARIE Date: 3/28/96 Building Owner: PAUL MCCULLOUGH Tenant: WESTSOUND MEDICAL BUTT- / Address: 2500 CID. Contractor: LABOR Permit Number: 96-00 / / Type of Business I Use: \..1LillICAL OFFICES Type of Construction: VN Occupancy Classification (UBC): SUITE 203 1344 Square Footage: SUITE 203 1229 B SUITE 203 40 Occupant Load: SUITE 202 47 ! ComlDents: /\ ill / (-L/)J141.e...r,n. lm~t{E~Wm 4 .// ~m0lV_~!JDBY: 7"",/,1/a- DATE: J -'J. - q? t. P ::; 1] ~~ '[ ':' '., ,! BREMERTON BUILDING DEPAqTME _II..............................................................................................................................II...\ddB.............................d ....g.......nd......................................>iU...............E..............p.......................n.ni'd'.EY~ ....... .' - "- -' . "-- . .... - '-'-'-' -. .--- ." .... - '".- "- ""-.--." jliilll;l;illll~.t;i..~I...!illi;lli!!li;iill!!!;;..!i.I;11!;!I.!III!;ili.iiii~ ,~~,~~-,~-__ _l____ ~ ~ _",," ~Ql1'~~rfQR O~~l!~~CY APP~l!VAL Please review this request for approval to occupy the following structure and return to this department by ASAP . Thank-you. Permit Technician: VALARIE Date: 3/28/96 Building Owner: PAUL MCCULLOUGH Tenant: WESTSOUND MEDICAL BUILDING Nature of Construction: TI Address: 2500 CHERRY AVE. SUITES 202 & 203 Contractor: LABOR SERVICES INC. Permit Number: 96-0085 Type of Business I Use: MEDICAL OFFICES Type of Construction: VN Occupancy Classification (UBC): B SUITE 203 1344 Square Footage: SUITE 203 1229 SUITE 203 40 Occupant Load: SUITE 202 47 Comments: .uI~iig 01'1111111.1 0 BY: DATE: ",. Job Addr: 2500 CHERRY AVE " Location: WESTSOUNO, MEDICAL BUILDING Parcel No: 3967001-012-0009 Applicant: LABOR SERVICES INC 377-7103 P.O. BOX 4163 BREMERTON, WA 98312 -Owner: MCCULLOUGH PAUL 2500 CHERRY AVENUE BREMER TON WA, 9B310 Contractor: LABOR SERVICES INC 377-7103 LJc .1: LABORSIl43CQ Exp: 2/15/1996 P.O. BOX 4163 BREMERTON, WA 9B312 BREMER TON PERMIT CENTER 286 4thStreet~ Bremerton~ ~A 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Permit No: 96-0085 Status: PENDING ',t Applied: 02/01/1996 Issued: Expires: Subcontr: Desc: TENANT IMPROVEMENTS TO SUITES 202 AND 203 , ********************************************************************************************* Valuation * Permit Fees: 240.90 Total Calculated Fee: 385.54 18,000.00 * Plan. Check Fees: 135.14 Additional Fees: .00 * Other Fees: 9.50 Total Permit Fee: 385.54 ********************************************************************************************* MECHANICAL/PLUf1BINGFIXTURES__ PLBG-Water Closet............: 1 PLBG-Shower..................: 1 PlBG-Clothes Washer..........: 1 ~~.:.:.~..........................~.....t.t..................~' Thispermi t 'shall become nuH and void i f the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or 'abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It fa the responsibH ity of the permit holder, not the Ci ty of Bremerton or Buildi ng Official to see toJt that required inspections are made. The permit holder -must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the-concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall ~e borne directly by the permit holder. Failure to substantiate code requirements will indemnify.theCity :tgainst any and all responsibil.ity or liability connected with the construction. r 'hereby certify 'that I have read and examined this permit and know the same to be true and correct. All Irovisions of laws and ordinances governing this type of work will be complied with whether specified herein Ir not. The grant ing of a permit does not',presume to give authority to violate or cancel the provisions of ny other state or local law regulating construction or the performance of construction. i gnat ure : -------------____________________________________ ,..Oat e : _____________________________.;;., certify that I am exempt from' the requirements of the state contractor's registration law, under 9Ction 3, Chapter -126, laws of 1967. ignature:~_________________________~~______________________ oate:_______~______________________ ~************************* ~r'm i t Cent Ar' --~,..,......... ._;.l ..,.,. ~;!..i.li;! r t..:t..:~u.~-, t:J.,...."~.v'i"n.fI.. .... .... :.'1 1,1 .. -"..._~.,.,. .".....'~ ..,..... ..,............~"",...,.-...~..."'.,,-. ---,-...,.... .......-.._~.~ E*******X*********X*****X* ::> -. .........--....-..... -.. -.........-..-..............- .........----.........-. .......-..... ......... oU9.f:f1lG: . 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Bllnqpll'l OUJCl9T fO 888 9p9uqUU;:;q gt: glJ).. pWG \JUS)., nil, MO/..~ re COWWGUC8Q to). 9 bGqoq oh 180 q'3A?" toO q!JAf.'l !.:\.IY-U om q9fEi 01, eflCp bbJ.Wg I O.l. it nq 8 pi10q~ lId OJ.. ~iOJ. ~ ~1f1f.1I01 p:6Q p>. 8f1C\' bGk.Wp~ F~ 811tlb6UQGQ 0.\ lVl8 bl.J..UlF 8\19TI p6COUJG lJfip guq /\OlQ H. fp6 pnoqruC) m. !.\Ct~ 911~VOl..p:f;q p).. fVf8 bGUlJH 18 UOf COUJUJ6UCGQ MfWpJ **********************************************M***M*******************M********************** brac-c]DtVG2 M9BVSL....,..,..: ~1E.CHV~l1CVr\brr~,lBH1e IJXlflUF8-<:: brBe'~H;Jr~;J. CJC!~JtJr."""""""': 1 . brBt?-i~~nM('J.."""'..""""': 1 *******~*********K*M************************************************************************* # Of~SL ~GS8: ~'20 lO~gI bSLW1t hSG: 382'2~ lt3 '000'00 ,t bJ9U Cpv:;cI' 1:.r:;l,)B ~ f3;:!" I ,~. l;;)qq:r pm.!'.))" 1.:.Gt7a ~ "00 (,9JfmpOtl ,~ b~:;I.\UH b(:;iGa:: ~),,'()"\?O .Lo.r~q O.qcfljtq:EKI 1:."lE:'i~ :iO~r~:!'\) ***M***********************M%*********M******ft**********************************KM**********M n~;;nc: JEV1VvU. lWI:)tm('1f:],.JE~1.I.c~ .10 c,:n.r .U::;:~ :50::) IJV1D :50:] bOO. 8C~ ~]~8 BKEWEKIO~' M~ ~88J5 CClLJp. gej: OJ,.: r\)llOt~ (~f.:J~()I Cl:':;:: f \lie :3.\:\'''.'.l, TO:; f"r ell:: rlv'l:10b;:: l T '~':3r::{'j E xb: :'S\ 1 ;.?\ T \:,<W -~~npCOlJr.l.. : S200 C~~~KA VAEV1nE B~~W[Kl0\l1 M~ bB3JO OI'lI..lG)..: v~Ccni'rOnm'l blQnr' b ,. D" l30X'~! (('~:l BI::SEWElUOltll M';;l ()B~i 1 :s Vbbl TC'Juf: r'V13m~ ;~El:S(\[I.:t.:? H'IC 3::.:>'-:\ H):.J b9LCGI HO: 3~~~OOr-OI5-rn)O~ j"UC9f. '( Uti: ~1L;::i.{:~OnY1D WF:JH CIJI"" Elr1ITO i. W:~ }OP Vqql; S200 [~FKKA VAE EXbI.l.l-;i;l: J: aHilGCI : Vbblfsq: OS\OI\la~~ ;;:f \:1f. n~~: bEi~D r iltC bGLW{r Y1o: ~~-008~ BrtlrDIt>1G bE~WIJ.. \:Nou'G ':, l~ ~3(,?(}) '~'~.()---;:!~;'~,"2 \;.\-t',(, ~ ,,:~r-:\)) '\\~B-"'\~;':l'~e ~)~:S'~~ .~~. V G~ i..G~4' B)...\:;~\;;;J..I,:ou" \~~ o'i3~~:j'~. B~EWE~~OH bE~WI~ CEHlE~ ~','r- - . ~1'0 BIEDa ~. . .... '. '. . . .... ..... '. . '. '. .... .... . '. . . .... . . . . . .....8 . '.,.. .,. . 8...B. ..,... G..DBP . .. ... ... '. . '. .... '. '. . . .' .... '. ......... ". . .... . '. . . . '. . . . '. .... . . ..LL.....i....i;~iI~f.;ii;.i.;.....<;; ....478..'527$L;;...1...;;;;,. PI""Se review this request lOr approval to occUpy the lOUol>ing stmctlUe and letllIn to thi, department by ASAP . Tbank-you. :etrnit Tecluticiaa:_ V~Date:~ BuiJdmgo.."er:~ ----=== Tenant: WESTS~ _____ Nature of Construction: TI Addn:ss: 2500 CHERRy AVE. SUITES 202 & 203 Contractor: LABOR SERVICES INC. Pennit NUInber: 96-0085 TyPe ofBU'ines, I USe: MEDICAL OFFICES TyPe of ConStruction: TiN OCCupancy Cl""i6catioo (UBC): E SUITE 203 1344 Square Footage: SUITE 203 1229 -- - - SUITE 203 40 OCCUpant Load: SUITE 202 47 - - Colllo1 ~~ ." -.. ~~....... "".',,, ....~.,- "'~. . - - -. ............................ - - - - - - OV\ I - .- - ----.i \ \ CITY OF BREMERTON - BUilDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98337 PERMIT NO. 9t, ~ 00 y) INSPECTION REPORT 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: o,j,'''IP"'''',;lJ.M:-'''; { ,";'f .yc/f? I,. ;{r~" ,fI" ~. / .t' /i'~ ettV4.ij'Dv l :V t , \"t"/? ."-.. /t%' ......, #"'"' You are hereby notified that no more-w01'l<SIiif1 be covered upon these premises until the above violations are corrected. When corrections have been made, call for re-insp~ Do Not Remove This Tag DATE 3 '11- JiL INSPECTOR FOR BUILDING DEPT. ---- h5l/4k 01/1 ,,~,"''I'~~-- . .... *.... ... d".~1 ...".... CITY OF BREMERTON - BUILDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98337 IHSPECTION REPORT PERMIT NO. If&- t9tJ ~ '5 ^~~ BImMIHRTON BUILDING DEPARTMENT Inspection Report Scope ofwo:rk: Tenant improvements Acldft88: CHERRY AVE. 2500 Suites 202, 203 Owner: MCCULLDUGH, PAUL Contractor: Laboar Service, Inc. Penmt Number: 96-0085 Phone: Phone: 377-7103 FOUNDATION COMMENTS: _WALlS APPROVED: FOOTINGS APPROVED: PRAMlNG line uirements uim! 10' COMMENTS: - ~ Z -'lf6 ~- ~-:>~1/t~h(,. 'APPROVED: ENERGYCODECOMP~CE COMMENTS:_____________ lJ~f~~~_2/-~ UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSUlATION APPROVED:_______________CEILING INSULATION APPROVED: MECHANICAL round-coated A liance clearance to combustibles Venti : sire & support Combustion air Gas i under test Gas i : und round rnin. 12" below grade Gas shutoff within 3' of appliance Gas ~: damper permanentl~l Woodstoves & firepb;oes:Tight-fitring doors Manufacturer's specs.?n site Chim . _ arate flues when u.ired COMMENTS:____________________________________________________________ --.------------------------------------------------- ---------------------------------------~--_._--_._--_.--------------.---------------------- GAS PIPING APPROVEO:__________________________FURNACE APPROVEO:_______________________ OTHER APPLIANCES APPROVEO:_______________________________________________________ PLUMBING oWV: proper grade OWV: r drai~ fittings where required OWV: uired deanouts All fixtures vented pr~Jy_______ Sbll.t-off valves on all ftxttues Vacuum breakien: where uired Water heater: siesmic sua Water-piping insulated ~ required Pro indirect wastes: wher-e r uired COMMENTS: ---------------------=~=====~-~==~=~~==~-----\!-=~--~~- PLUMBING GROUNDWORK APPROVED,_~---PLUMBING ROUGH-IN APPROVED__~ ,1 ~ ~b SHIUlrrROCK lIails-8" O.c. vertical lane ecrews-12" ~~ horiz. pl:me(lI2") 24" O.c. h':lIning screws-12" o.c. vert. plane(I/2")-24" o.c. frami screws-12" O.c. horiz. plane(5/8")-24" o.c. frami screws-12" o.c. horiz. plane(5/8")-24" O.c. framing Dnftst s where required Waterboard where required (not 011 ceiling2 COMMENTS: IkJ (Ute ~~ Z. .1.(, ~ ft ~~--- SHEETROCK APPROVED: PINAL Plumbi & mechanical Smoke detectors where required Fire ntings maintain~ Ell Ii ti when required Buildi wead.aerright ______ Building address posted o 5..-g-""c;~ . fn.fYL- ~~----:~- {M~ - I - ~\I'\~\9 V~} , ----~--- COMMENTS: FINALAPPROVEO:_____ .'-. i , 'j' ""', ~. BREMERTON PERMIT CENTER 286 4th street iii Bremer'ton" 14A 98337 , Phone: (360) 478-5275 FAX~ (360) 4.78-5278 BUILDING PERMIT Applicant: LABOR SERVICES INC 377-/103 P.O. BOX 4163 BREMERTON, WA 98312 ' Permit No: 96-0085 Stat;u8~ PENDING Applied: 02/01/1996 I Bsw~d : Expires: Job Addr: 2500 CHERRY AVE Location: WESTSOUND MEDICAL BUILDING ParGel No: 8967001-012-0009 Owner: MCCULLOl..lGH PAUl. 2500 CHERRY AVENUE BREMERTON WA 98310 D;f.lntr: r:ict or: LA8Clf:( SE::RV r CES T. NC :377....710:3 1.... i c :1*: LABORS I 14~3CQ Exp: ':U 1. 5/1. 996 " P.O. BOX 4168 BREMERTON, WA 98312 Subcontr: ~ . " ~.~~ . -.-.. Dese: TENANT IMPROVEMENTS TO SUITES 202 AND 208 v;' **********************MM****************************************************************MM*** . Valuatlon -: * Permit Fer:Js: 24tL90' Total Calculated FBe~ ~lB~LS4 18,000.00 * Plan Check Fees: 135.1.4 Additional Fees: .00 * Other Fees: 9.50 Total Permit Fee: ~ 385.54 * *,~ .)i.* ~~*.~ .**.~.* * * t* ** *~, ';ll' ~H~ *.* * ~.*.~ * ** * * *.~ * ~..* * * -lH\' **~. .** *~.* *,~ * *.*.* .)t* * * * * * ~* 'l('~'* * **** * .lr*.J{:.j( *.x ** 10~.)t 10(' ');1.l*.* ,)f *.* * MECHANICAL/Pl.UMBING FIXTURES-- PU:lG-~jater Closet...........,: 1 PLBG-Shower.. . . . . . . . . . . .. . . . .: 1 PLBG-Clothes Washer....,....,: 1 2- IVfcor-'-\ <? OJ.,CC , Z;- to --cr 6 f I ! **M****************************************************************************************** This permit shall become null and void if the building or work authorized by this' permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. ~ NonCE ~ It j,a the r~H;}PfJn~'libi1ity of ths permit holder, not the City of Bremerton or Building Official to see to it that required inspectiO~are.made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit 'holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building offiQial that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden si~all 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 ~JOrk 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 yny oth~f ~t~tffi or local law rsgulating construction or the performance of construction. S 1 gnat ure: ____________~.________,~__=_~.____c._____,,________<.____ Oat e: _.__ _____.____.___________________ I certify that I am exempt from the requirements of the state contractor's registration law. under Sect ion 3, Chapter 126, laws or 1967. S i gnat ure: __,____.._________..______. ,__.._____..__.,___.._________ ~* *.x- *,)t*.* * *.~ 1H~ * .~~.~ 1(..~ * '~,** * * * *** . Pff:rmJ.t C(mt€ly-.....Appn~wt?d By::.......", ."...... .,. ni:itr~: Oat e: ___.._________~,__________._______ 1_ /'.;' ,-.;'.. BREMERTON PERMKT CENTER 286 4th Street~ BremertDnu WA 98337 Phone: (360) 478-5275 FAX:: (360) 478-5278 BUILDING PERMIT Job Addr: 2500 CHERRY AVE L.OCi:lt 'l(m~ WEsrSOUND MEDICAL BUIlDING Parcel No: 8967001-012-0009 Permit No: 96-0085 StatuB: ISSUED Applied: 02/01/1996 Issued: 02/14/1996 Expires: 08/12/1996 Applicant: lABOR SERVICES INC 377-7103 P.O. BOX 4168 BREMERTON~ WA 98812 Owner: MCCUI...I..DU!:11-! PAUL 2500 CHERRY AVENUE BREMERTON WA 98310 Contractor: LABOR SERVICES INC 377-7103 Ltc I: LABORSI148CQ Exp: 2/15/1996 P.O. BOX 4163 BREMER TON , WA 98812 Subcontr: Dese: TENAN'r :1 MPfWVFMENTS TO !::iU I TFS ~W~.~ AND ;>m~ '..... " 1Hl* * ~HHHf * * * ~Hf *.~)l. ~HH~ ~'1HHf .J(. ')Hf .)(. * -~ * -x -~ * ~l: -If -l!: * 1HHl: * * -l* ~HH~ -* ~- * * 'lHH* ~H(-* 'l!: -*~- <<. -l!: * -X-~!: ~- **)(- -)(o * * * * * -lH* * .X' <<- -x- -}t- -~-~ * ~HH(- *.*.X -~ *'X' Valuat:ion -If Permit Fees: ,~40.90 Totiil Calctdi:ited F€'l€~: ~:18!~,.~)4 IB~OOO.OO * Plan Check Fees: 135.14 Additional Fees: .00 - ) * Other Fees: 9.50 Tetal Permit Fee: 385.54 **************MMM**************************************************************************** t1ECHANWALlPLUMBING FIXTURES-- PLBG-Water Closet....,.......: 1 PLBG-Shower..................: 1 PlBG-Clothes Washeri.........: 1 * * -~* -~~. 'lflf -~ -~- -~')OHf *~ -~ * .)(,,~ .jl:-j{'lE -x~. **.)f ~!:-)l: -ll:* -Il: * -l* .J(- * M')("l( ~.~ -)f * -)l:* -l(. -x.. * -ll: -~'ll: -ll:.)l:.)f -l!: ~- * * -x *.*)(. -j( * -~ .)(. .)(-~. ~H~ * -If * -)t-ll: -~ * -ll: * -)f-)t~- -l(.)f -)HBf ~Of *-)H( This permit shall become null and void if the building or work authlj'l'ized by this permit is not commenced within 180 days from the date of such permit, or- if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder~ not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the"'permit holder to notify the Building Official of required inspections may result " in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolitiong 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 ~Jill be complied with whether specJ.fied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of :~:n::::::~~~~::~~~::~::":::::::::~::_:~:::_per::;:::::_:~::::::~:::::~__________, I certif' that I am exempt from the requirements of the state contractor's registration lawg under SecUon 3 9 Chapter 126 J laws of 1967. Si gnat ure: ----"---------------------------__.______________N___ Dat cl: _______________________________ -)f-lHtY..**~..~-)(..)f-~*.)f.lHH(..)(.<<..~-lf-)f1HHOHH~ / ) /, ~ l)\ /1 q L \perm I t Cent ",r"-Approved By: CoO ~.__... Dat e " _.J...::: J:::r ::. ....../Q. r :~=l~~~~~::ffi;~=~'::m:m:~:~=C*~~I:~m:(c=::m:~:::~:~:::~~:rn::~::c:::=~rn~=:IC::=C~=::~~:::::~C~:=:::::~~:=C:':~:=m:=:::::=:=::::=:::~~:=~:~=:::::=::::::::::::::::==::~:::~:::::=:==::=~=:::~:=:=::=== BREMERTON PERMIT CENTER PERMI'r CONDITIONS Permit No: 96-0085 F>age :: 1 ~:=::::::=::::::::==::::=:=::~::=:~:=::==::::::==:::::~::::::::::::::::::::::~=:::::::::::~:::::::::=:=:=::::::=::::==::::~:==:::.:::==:=::==::~::::::::::::::=::=::=:~:=:=::~:~:=::::=;::::::=:=:~;:=:::::==:=:= Job Address: 2500 CHERRY 'AVE Assr Acct No: 3967001-012-0009 Location: WESTSOUND MEDICAL BUILDING Applied: 02/01/1996 Approved: 02/14/1996 Issued: 02/14/1996 Applicant: LABOR SERVICES INC Owner: MCCULLOUGH PAUL Contractor: LABOR SERVICES INC Description: TENANT IMPROVEMENTS TO SUITES 202 AND 203 Cone! :1. t :1. one :: 1;, E:XrE:ND AI....AF~M COVEJMGi:::: I N'rO ALl.... r~ClOMS" 2" ONE KNOX BOX REQUIRED" :;;l" PI:~OV:r DF: 6 I NCI...I ADDI:~F:S~::; I...F:'r'rF:r~S" ,. -4 ". APpr~OVE:D WI'rl...1 NOTE::S ON PI..,ANS AND S'rIPUI....A"I"JON T'I...IA'r ALTERATIONS SHALL PROVIDE ACCESSIBILITY PER BARRIER-FR~E STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. 5. THE WEST SOUND MEDICAL BUII...DING WATER SERVICE IS PROTECTED BY ME:ANS 'CH::' PI:~E::M I SF: I ~::;Ol...Ar:r. ON A'r .TlH::: CI..H~r~ENT' ''1'' I ME:" AS I...ONG AS IT IS NOTED THAT NO HAZARDOUS CONNECTIONS BE MADE TO THE PO T'AB1.... E: WAl'E:r( SUPPI....Y ~ UP~::iT.r(EAM OF' r 1...1 E:: CUF(I:~E:N'r APPI:~OVE:::D BACt\FI...DW ASSE:ME:H... I E:S p NO ADD 1"1" J DNA!.. BACt\r:.I....ow PF~(rn::::c.r I ON W 11.1.... BI:::: F(E::(;~U I j:(E:D " Pf.~J'(' m :1. t 1...10 :Irr" :,):r.;.!...!iil---- ----- i or 4 0 .c,:' '1 I" Y'l ,,' 4.. (' v' (N., ..,. I'.) '." ,[.. I','" 2- , L ,)., ,. I, \, "i I "f,. , ." (,;r. , ". 71 " J ~ ,...........,.L,.....\ ,. ,...-4... ._'"...,.... .....,...............................,...... ..............,.................. . .. .. ..'1..~ .....y....................,........... ./ ~ , i \I BREMERTON PERMXT CENTER 286 4th Streetg 8remerton~ WA 98337 Phone: (360) 4.78-5275 FAX:: (360) 4.78-5278 .\ Job Address; 2500 CHERRY AVE Location= WESTSOUND MEDICAL BUILDING Aser Acct No: 3967001-012-0009 Ru :1, 1 d:1. n\:;l Pe'rm:1. t No:: 9c>""'OOB!::i. Sti:ltUB:: ISSUI::::D j Issued: 02/14/1996 Expires: 08/12/1996 f~E(;~U I F~F:D INS P F C T ION S Item: 01500 PLUM8ING GROUNDWORK Item: 01600 PLUM8ING ROUGH-IN Item: 01700 FRAMING Item: 01800 INSULATION I t em: 01900 SI"'II::::I::::"rF~OCK NA I I." I N(~ Item: 02700 FINAL D(:~pt:: BL,OG Dapt:: 1::31.",08 Dept:: nl,,,.D(,~ DE:':pt:: BL..DG Df.':'lpt:: I::~I".DG Dept: I::~L.DG / (" D:I. v :1.1:(i :1, on :: D:1. v:i.s:i. on:: D:l.v:l,l::l:i.on:: r") , , I " :!.'v:!.s:.on:: IJ i v 'I. El:1. on :: I") , , I " :!.v:!.s:.on:: **************************************~~****************************************** TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the State of WA 'BLOG: City of Bremerton Building Department 478-5275 I") I ANN 'j' N ('" " ('" 'I' ,{" v "'f:: I"> ,,"' '" m ",.... .(" "T' I':)"" T' . 'j '" I") ~" r'" . ,{" ., "I" .A '7' '''l /::. '''1 '7" I:;' "..,,/"'1 .1, :~," ,,'''''' U ::>, ('::. b, ,U 1 "" l:~ ITl" TlU "\':'~r,,ld),, m~~,Tl . "I' ~.: ""',.,!,:;, ..,l ~ 1:)UElWCH~t\S:: C:1. t y of Bn':lmey"{; on LIt :i. ], :!, t:l. e~~ D~:;)Pi:'H't mE:mt 4.'7B....!::i:::ll B FIRE: City of Bremerton Fire Marshal"s Office 4'78-5380 1~;:Nr~ :: C:1. t y 0 of' BY' e:'lmeY' t ()n E::n9 :1, ne(:.1Y' :1. n9 Delpa Y' t.m€'lT'lt 4. 7B.....!::)=::~'10 HEALTH: Bremertcn/Kitsap Health Department 478-5235 ~rj" ell:::' IAl(.1:i St at e cl'f~ WA Dmpt" o'f L.i:'ibo'f' & :i: ndw::rt Y':1. (;('l~{~ 4'7B""'4c1~::~ 1 **......*..**iJ<*.....****"*~....***....***..**...*.**".***".................."*....*...."....*" 1.)I.."....m.! t' '1Ic')' (""It: ".L;~J::br-0 ~ ' \....'~ I ,., '''... 7,~r- --"",l , , . '4!'. (>1 (" n':it' ll,(' ::, , '. "Dfi'l" cr..':: 2 )I.~ 'Ie. - ..'...) , .rrA...........h._..... .........................m... ..'.... .... .... A..._.. ........ ". - ..............1 '"' I I ~\ ;i' .' .'''; f . r J l l"" .... 'j;' ". l -,' .g-_....... . .- . " "I . . , . ' , . I I . J "'<. ^ lll(.li ClIlllr.H lin(! N'-l\l,n'k TO: Western Pacific Properties ATTN: Steve Ahlstrom RE: Harrison I Ilome I Icalt~;;Sbrviccs W~st::iUUlld Bid ,/ 2500 Cherry Sv \ k z c 7- Hremerton A LSI General Construction has reviewed the cnclosed tenant plan and has prepared the following proposal: Demo existing walls and fixtures per plan 2 Frame in new walls per plan. Install new 5/8 tyre x drywall at new work, tape, tlush and smooth to match existing. 3 Paint out all new work - PY ^ primer and two coats satin finish latex. Repaint balance ofspucc. ~Fct1ant to appro'l{c colors. 4 Rework'doors and trim from salvage. Provide new doors and hardware as needed. / 5 . Install 28 oz. nylon level loop all other areas Tenant to approve colors - Install 4" Rappe cove base. 6 . Clean, detail and punchlist I 7 Modify electrical - tenant to note special needs. Allow FILE 8 Modify alann to accommodate new floor plan Allow 9 6~ u()'6 5 Sub Total Contractors plo and contingency Terms: 33% down baymcnt Balance upon completion. -_._.._._~-----_._.- .-...---..--..---_._ ._ _ ._... .._u._...____ PO Box 4163 · 303 N. Montgomery' Bremerton. WA · 98312 . 206377-7103 PI VU' ;'> ~ nr\) - , nWQ ~--I-:'- o I ~ , I .~ · #:\ 'a"J(1z ~ ," ( \ \ . ( I c. n"'/Y1 '17\.-JJO I""N ~ L"1/~.l"iJ Jtl11\I1Tl . -. "'l\1hl< .- .1 ' ! ij ., I/V . tlO\~.1.l7 -:QoM ~\WM 1;~~ /:\ .// / .' 1" / \' i'" IYI(.1 (1 " .. J I I - \ \. _J...__.. __._.'._~ _._..__"____._. n ,n , 'ill ?}7=,~' ... ... _.__u._/ . (I l '-'"-."-"-'-. \,1\ '(041 -1?I-;J)(1 .~. 'J- I r C,"I\ \..11 ~ " i ],1 ..!:'.!L~_ '}111}~O ~OiM 1"T~C 311~...-~ l ) ''-.Jf ) , I ( (''''''') ," I d;" 1 ',ll\1M,'V\4\-<":lll ,/ ~~ --- / 2~~ ~ ~ /jC]NJ~HNl} {/~Yr~;~~Y1M- . .: . ....~. 'fIli. .'.~. B'1'!!'~1I0;).". ...iI. OJ. ""J'~IO:J. '.."'; 9~1~1~~~,9V.fJ{."oSU~~SdH,ij. . -------.------- - -----::: ~ rYl I Hay~~\.\ ~)~ 31 ~(It;. :>t;. \=n~-\\ 'J ()(}5t -t)~H~J 11c111(\~H 611(lO&-)II? /II rou'ut 9M . tlt1l6. VM '\>01"'''''''9. t9lt >"lI OJ \ ;'." ,. , ': ;--,.~ '. .,;~ .-.( ";:J ~. .. ""~<"";'::~"\!:'" J;',:~y,v~/: 'L" .' S/ I",.;":, .... '.".:r. tt:',;j';;/f,~>,.'.':,,?t~:'(:"---:'~ ...., . "; , \~~<;:::.::GENERAL'CONStRtJCTiON , - ~><~,_"~~<' ,'< :"P.O.BOX 4161 \ ~ ,,' I;' \" _". ~ - :~ - , ,_ " "!,' '.. ,_ :" . ',' ,i:>>;'';.2602N:MONTQOMERY . . ':", ,:'i[J1~Er\.n~Rl'()~, W ^ 98312 ';., ." . '~:, ';. j60-377~710j , .",:,J FAX 360':;t7R-O:h9 FAX ;:.', ,:.;' 'J. ;~. ; ,_ ,( ~.:...,- I ..', t-AX: I .,....DATE:..,....,... . 1 I Ji\.,~ < . . ,"';, " ;.,'.' .' ....' , " ~60-j77~7IOj.. DATE.: 2.-:-'7 ~e:;t, *~ ~.llt. , 2.,s-r::>o ~~ <;..v\.~ ~o3 D rES 0" 1995 BREMERTON BlIIlOING OEPARTME T .';', . ", ~~Z;, .:. -~ -: . :l'f~.tlr~\;?,;>/~':;l~',~~(j:~f;;~~~::'1~;i~:1r~~:;,~, . .' .:! .'.; Nari'~~H~WD" :Yf~R ~LI\HHtrD\~~I- . -.---;----- ~ltflvM_,.(~. 1, f.!t~l !.\t9 "5UoWYZt: - &r,. M\,.() lVNt-rioN wL D~k\'\~"l -, A~ "'NO.,:~; ,""'eL.l:S. '" TWo;,. ~pl ic.t\\id~- Lvm""€e. to~"TM N VlltFI.,r is. Nor t\'DEGJA-1'f':E we A-.. SEtlH\.llj Ao=,R, , O~ ~H tu'flA. OcJ-r ~i6-NiA Lf'rl-lil H llt'); H( ",\-"ti:'l\{ i-fD 'ft.-t. S+~l~ 'w&- "'Av't" ,~\fi~''O -tW...~/<)-\~W\ ;fD :t:f.ldVj)f-CMr:, \..voe~ ~Ux~() ~+l..u'..-'i?~~r\~ N~l1-r+: r ~I J\d~'\' ~ Ov\ W~, ~~ J;;"'t cJv D ~.kJ Ar'. Olllt ~" ~ll LuUl :J..{(6) ~lN\t' A"lO ##-.l ,nNS. closer- -ro .' .~It)~ o~~ ~NM-fC--~U\i2.E.HE-1-lTS.. ;or 4~ \J Af.II71}fl~ ~ /o;~ Lv,./f J~f-. k kr'-:4 r; 0 {oc..J, ~--r-..k, ~~.{.) ~\ i e.t-\- ~cs . C::U, \ ~-p~\~ ~W~ ~ +0' b,<<~<>~'- 311-,10.3 - {!, t. 7ZtLk HEtfi:Jf- ,Ki7$AP. ~it:I4,1 n/r;.e~VJ - "3rf'YE. A~\~ - t:JLAUJ~If~ Ao-c,; ILCl\':' FILE q0 -Q()g5 . -\ ......,_...::.-______.__.v__._~_____.___~____ " I ~lltj H1/ I ,;'t:-' " ' b,d -( \ :,. ,,~'< "i. :J .>,: i " \ - 70 I~ :~I T _rMl("t t:{~#. \,,' WI\'\,(\I-\/r- ' ~q~fJ' \-\'5<>>, "') , I. . ~'. . , r:;;:~~ ._.'-~._~7:, . . 'I{ ,v.~'V I~ ~ Ov.(' e)t..~) \{J fl- 0' ( ,/ i I I r~ d , i . ,-.~-~_...I :'~ ,\ . i ~ltIMt. I 'I ~~f\N/r. ., ~1I<t\iH'( Iii lL/OM~') ":; 'I (,~I< " ~ I <<>-Jue. - I ! . i. " ~:..s...~!~l\"~ 't'l I. I ;.?'.~"':: j~ iIPJ~-\"'~,. ~., :p:.~:?,~(L~~\E. J ", :. .'. :.:.~':. ',I :,' I'- ", I ,I :' --- --- 4' I ------'"-. --- --- . . . ; I , ~\, .........~ . i . ; \Ir- - "'''.>~~-~-~ I~' ,~;. '\.lrL-~ ..' ~O~..) , ,.. L 'l -'. :....,.;/ \ i .' 1 \......,..._........,,1 /ff(>J'f7~;U 'floo-r-1/M-I ...... .., "2. /"q {9(, ,:. ". -= OD La 4-0 ~ " 1-" ,. 1~ . 6-\\\ i ~~; {^- (: \ rfi' -- .-... \v::;\ ",X:><' i ...~"'''''';....''. ..-;;S;:,;3""~>:rr~$.;!J'!!'... ,"\, c' 0.'0 ti .' i),. .~~;/ ~H~t-I ~H ~(,""q~ . ,,--, ._ ."_(~ll () /..:. . .-:::" -- -- \:.:,i"'-"'-- - !~ I ~....... -:- ,'. tn~"~~ .~~ .-'- '-...------ ft-tj" L! . \JPf~ *' 1fl,'17tlf. ~ ~V'fI.iIf.J- t.rt "eti:)Ir-- -- . '. .....,. -- -.---- --,,- ~. ~~ ,;'~~ ~a () DtA I,D 3 rf' q 6f~& y.. ,1)' . Hi: \.U \u ill.. ..... ...'''''''''''B"''"o._..... ..,." .. I 1. &: \ \ BREMER TON PERMIT CENTER 286 4th Street~ Bremerton~ ~A 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2500 CHERRY AVE Location: WESTSOUND MEDICAL BUILDING Parcel No: 3967001-012-0009 Applicant: LABOR SERVICES INC 377-7103 P.O. BOX 4163 BREMERTON, WA 98312 Permit No: 96-0085 Status: PENDING Applied: 02/01/1996 Issued: Expires: Owner: MCCULLOUGH PAUL 2500 CHERRY AVENUE BREMER TON WA 98310 Contractor: LABOR SERVICES INC 377-7103 Lic #: LABORSI143CQ Exp: 2/15/1996 P.O. BOX 4163 BREMERTON, WA 98312 Subcontr: Desc: TENANT IMPROVEMENTS TO SUITES 202 AND 203 ********************************************************************************************* Valuat ion * Permi t Fees: 240.90 Total Calculated --Fee: 385.54 18,000.00 * Plan Check Fees: 135.14 Additional Fees: .00 * Other Fees: 9.50 Total Permit Fee: 385.54 ********************************************************************************************* MECH~ICAL/PLUMBING FIXTURES-: PLBG-Water CIO~~"'T.' "h' ...,:... ";4':'-"'-' PLBG.-'~Qwer.... '~.". .... ....: ..~1, PlBG Clothes Washer........... . ~Le~. . ,_ {/'I/'..,. :J~I S-r- -7~ I ~ /!t;/'rt7'Ve.,J. 'w I 6-Q fe \ ~~ . $' :~ B -~ sn' "/~~ "f1-c..-1- al.Je,,~h~.$ s La.(( 2/'1c;" WI -:1 ~ r r~..1. ~ p'el" b4.~";~~ _ ~ .J~~J.-f ("U"Ov. ~ ~ CCe .s.r~ ' "7 r /? 1, l.4. CL!";t 1 fo fW;.. ~~~(/J'C-- ~ti:c--f ~ I " jJ~ /,..~f.f, ********************************************************************************************* This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NonCE - It is the reaponaibi lity of the permit holder I not the City of Bremerton or BuilMng Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official 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 the provisions of any other state or local law regulating construction or the performance of construction. Signature:__________________________________________________Date:_____________________________~_ I certify that I am exempt from the requirements of the state contractor's registration law, under Sect! on 3, Chapt er126, 1 awe of 1967. Signature:____________~_____________________________________ Date:_______________________________ *************************** . Permit Center--Approved By: n~tR: CITY OF BREMERTON - BUILDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98310 INSPECTION REPORT PERMIT NO. cpt -t:JO?s-. 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: iVo 4ce-e7 5 You are hereby notified that no more work shall be covered upon these premises until the above violations are corrected. When corrections have been made, call for re-inspection. Do Not Remove This Tag DATE 2-1z-0~ s:t:.-- I INSPECTOR FOR BUILDING DEPT. ~ ~Df / INSPECTION REPORT PERMIT NO. ~~OO%(' CITY OF BREMERTON - BUILDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98310 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: DATE ~D' :-~ -- ,. ,,' BREMERTON PERMIT CENTER 286 4th Street. Bremerton. UA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2500 CHERRY AVE - Locat"ion: WESTSOUNO MEDICAL BUILDING Parcel No: 3967001-012-0009 Permit No: 96-00B5 Status: PENDING Applied: 02/01/1996 Issued: Expires: Applicant: LABOR SERVICES INC 377-7103 P.O. BOX 4163 BREMERTON, WA 98312 Owner: MCCULLOUGH PAUL 2500 CHERRY AVENUE BREMERTON WA 9B310 Contractor: LABOR SERVICES INC 377-7103 Lic #: LABORSI143CQ Exp: 2/15/1996 P.O. BOX 4163 BREMERTON, WA 98312 Subcontr: Desc: TENANT IMPROVEMENTS TO SUITES 202 AND 203 ********************************************************************************************* Valuation * Permit Fees: 240.90 Total Calculated Fee: 3B5.54 18,000.00 * Plan Check Fees: 135.14 Additional Fees: .00 * Other Fees: 9.50 Total Permit Fee: 385.54 ********************************************************************************************* MECHANICAL/PLUf1BING FIXTURES- PLBG-water Closet............': 1 PLBG-Shower.......... .. . .....: 1 PLBG-Clothes Washer..........: 1 , fi .. <, This permitsr~;~l become null and void if the building or work authorized by this permit is not commenced within 180 days fr~lfthe date of such permit, or if this building or work authorized by such permit is suspended or abandoned at1iny time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to -it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official 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. r hereby certify that r 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 the provisions of any other state or local law regulating construction or the performance of construction. 1-5 /~vJ~ ()('- ~: J V. ' ./AU'v,' 6";- ~ ~- ~5 /.~ ~.'\ ;~g;:~~:~**-;;*~:-i;**-;***-;*;*-;r~-~-~.----------------- -- Oate' ------:-----;~~---~~-'''~Vo:. \jVJ . Permit center--AP.proved BY:_~~.___, _ -.te.:-:--_~rr~!-"f:.fe:._--_.- . . .fttt~~ ~t.-o_ _'''! ~l II \ -., I ]11' . ,-- - \ -- t f I ."-. ~l;i~' /.J,'1\ f...,G J I.' "" \ ___ Signature:____________________~_____________________________ ,Oate:_____________________________~_ I certify that I am exempt from the requirements of the state contractor's registration law, under Section 3, Chapter 126, laws of 1967. PUBLIC WORKS AND UTILITIES 100 Oyster Bay Avenue N. · Bremerton, WA 983U . (360) 478-5920 . FAX (360) 478-5360 MEMORSANDUM DA TE: February 8, 1996 TO: Valerie Wolf - Building Development Specialist FROM: Pat Jacobsen - Cross Connection Control Specialist SUBJECT: Plan review - Westsound Medical Building - Permit #96-0085 ***************************************** Valerie, The Westsound Medical Building water service is protected by means of premise isolation at the current time. As long as it is noted that no hazardous connections be made to the potable water supply, upstream of the current approved backflow assemblies, no additional backflow protection will be required. · Celebrating 50 Years of Freedom . \ [3 R lie: 1i''1! !F~~'If.~'''t. l(.B N ~:::Jo iE.t. rr~ M'll'''jg'' C::: 1}::- lJ"<,~ T F. r:,,;r, ~'~U6 .1th f,'treed." Un'!f!?FJrtc.m., Hi) 9FKJ.~17 '11. ( , '.t') .; --,.., f:'rr" '. .A......:;! ('J..~''') .. .q I' """'0 $..,rUJ'!'if,::: ;"lb.)' ",'/1::;'."..1,' ,/..1 I Fi'" - .'d:'{} ..,....',.....,.)//0 HUH DlNi-i PF:RMIT :Jt)b lidd,; '/tiOO CHI PI:.;Y {\vr !,IlLt,l' inn~ WI~~:r!'::r.HJNl) ~1!,J)[r;AL llIHUHNI:j !Jilfcc'l i'JCtl: :+;e';(OOl'D)::'" O()(/i (\ltpl1r;,',Qr,:: UiH01'~ ~:!:I~\JICI':;; lNe :':ll/"'ll():~ 1'1 ,,( j, nux 41 t.,:.l f lilt Nl P r (IN & [1/1\ ,:)mll? PErt'!ll I l' No: W,' OO(l~, ~-:;l.at:w,.~ pn,mU.hi (If.,pl it~d= D?/() I /1!}9r. r 11B',H~d ~ l-y,pirw': \ n'H'H~r ~ !'1Ccr II J .I)IIf~H P(jUI /:100 n !t'ld,;y l)VFNllr HW t1F!nnN ltJ() ?U~ll f) !~f'!nJ:'1 aC'inr ~ I f:llIPf{ SI.'HUU:.!'!; fHC ]/ l lHn I' "fL Hfl)\ ~i1/,:j !1!<H'l! I:: I ON '. (.)(] WDL' I, I c 1i: I (\!Jnl~~:; r 1 't;~iCl) I.. Xl.':: :\/ I :J/ ! ')9(> ~",JJhr:\,m t 'r' ~ ,::- fJC~i(;; HN('I~H JI'!f'IWlJli;1f N(:'i H! ::;U.lH~; '?O~' i\NI) ?ml *;~~~'~*~k~**M~*~*~****X~***~~*~**~***#~*~~*~~**~~*****~~~~X~~*h~X*~~*~~~*X~~#~K'~~~~~~~~~~f~~~~~ {.la.lHiil' jlm lli,nCto,oO 'ri: Pf;'l"1n j t I !.:en ~ :ii PIan Lhl'}cr It"",,>; ~ ~t nUll:;''/' ! n~';:,~ }!j,O ,. .)() l~h.I'1 f} ,. ~\(j ifd aJ C;del!1i'1(.(';d I, ec~ i\dd l. J, i orli~ I. ! !;(')f;:: 'I nlid iJ#:nfl i t r {:~, ~ ::IW~. ~)'i ,0(1 ;:St!~, ,'d X. H:~ ~~! ~ 'f~'~' 3i'l\'~' ,~t ii"'fr}; ~'-N: ,~~ ~ j;, X M.~ )t: X'"" # '}f 1(. * 1{ 'X.~~ ~;.,tt ~~,t'f')f I'!-;~ ~ #-1,. ~~.;~ .){.:rt~1' ~;~ J.~'M,}f1~ * 'x'~;~~.~~. ,~.)1..v ~~'ji k~ r~' ~\~ ,~~ X 1l"X -Jt..);,:.;, ~ 1{.1{ '"r,~')*1t~. :l';~ 1{ 'K-ft. *' ~*1( ':t ~["I' ):;, I'WCHilrJlCf.lL if.UItII;l1 W:j f~ 1.<1 jJRl:'\~"~ PLBG 'L:liJt he},; ~la5h( t."...,",..: PLB1:l-Hi1tl,l( f:!t:li.'iet,.,,,,",,,..,,: PLBG <;hcwier , , , , . . . , . . . . . , . , , , ; 1 u~ ":' , "" \' .".." ,(". ';I>.J, 'i" v, ' .;< ''', (, ~"'''; "><'~ v.lt;~~...",,/. 't \i.ll'..<,"."" "'".. V \1. 'I'" J"", 'j' ,I,'"'' ''':''' i'; V"""" . ...., ,. ,j"''''''~'''', ' "'. j ".' .. ;'~ 'I~ '{:'i:-,;'4,.y:'~t '11;'J't '/.;:"1,'", ."i1... .,;~t'.\'.,": '~'!<'1~'IT.l{ 'A'-,~"/~:!1i ,,: K. :./"!;~.,! ~ :'~'!f'1\'l{*n "j'I,''f\. '.r\',;; r';~: ..... ,-t,",, ',f. '~' ;,~,~' i, ,I{'..IJt'?'~.-;~-I,";'{'~('r{.'t ,-:,,;.,~ ~r'1::A"p, "" "'f~' '. 'f".'~ '(I' ,'+'~ ,l;"A'~':", n. (I' ....~- rhi!3 PP'ril'Jit shaLl become null, and v~)ld il' - , ~<dQr ~~t !in\' h,ed. 0/ t~h perm! t i~, HI?t commenced Nt thin lOr) da;>r.,lrull'l lh(i1 date: lJ~ :,ucn r.>MRut l q ~Itt)on (~d tl\' f;uch permu It: f.!w:;penJed tl'r abiJndom'd ill .HI;' time after. tho \lJork it;' ",\'",~. j /(l~'f.;.., , ,., ...... j" ,., ,,!; j'" "',' .c, NlHfn' H j'J th\~ rt~~pt,l:nibidty l)f 1. ~12-../..r... .If f.Jtl',ll1f~,'ftOlI rJf l~uLdlll11 (irt Lhd ,,1;. ;}t,,; to it thdt, requir':Ki lnSP€h;t1C1flfHJ1'l:i m' ~~1 (,U ify th~1 Buildirl~l 01 ficl;~l 11IhlHI n:i:ld.: tor It'lsf"';t.;l. lm'lz;. F'ailu\"r.:: (if the pr~(mH h p ~- (/-(tftJ..~ fidal (,f requin;d inr;pl~ctjon8 IllfiiffJsult III the '3IoPPd'Jf:l of the L~01l: until ~)lJ q {o.. ";;Y-an nubstantial.t: to the buUdinq (Jllicii,l thr,f: th,.) l,:?r!(;I;'Eded work meetl:J Of exccl;!d;.~ .~', i) 1lV) mOl.iUO.~11 te~,:ting, or,financi.dl bUfl:len 811,111 i'l: !J\I'nW (hrer:l'L' b)' thE.' permit hoid{:L Hdlur€! to 8,. ~ vJl J(k: nlqUnement.B 11i1l 1l1(j8mI1H~' the l.1ty ,;1I,1.;d\i~';, ~Ir!'/ ilnd .-111 'il~sPf)mdbillty or liJbilli;y f~{)nm~cted~JiW~ cunstructinn, 1 herni:,i' Cf)'1U 1"/ t/wt t h(J'JI~' read .:Hid eX;Jminf'c! thh1 permit ~H1d IWM th(~ 'JiJfnt.: to b€~ true unl'! currect. I\ll f'Y'f)\I,\i;ilJlif:; ni' ii:lw~ .:-md i}rdJ.niJn(~;8 tJcM:lndli9 this tyPO of W)fK ~llll bf:' CtJI11!.JJid t>IHh ~lhGthe( t'rli~dH(:d hendt'! 1)'( n(l~. Thl/ 9'rontiW'j ,)f .i p~fimlt dou;,; !lot fJn~~ilJr.1e It.l 9ive .:tlithmity to vinL:lte or ctm~:el the ~l'(t)vlsif.;ms ot' ,'lf1"i;,i;!UYr :Jtlte;. ~H' loe1d l~;t.! r(1!)uh1t!ti'1 CMlf<ttu~t!t)n l)i' thl: pr~:rl(J(m;:\f1t:;I) ot GtJrli1tructiO!I. \i f)tliJtlH U f.lnl.i':l.,."... ~,_ ~ ...., ,. _~.." _, .. ".. ,', ... I c~;~i j. f;y that J tlnl t~\'f.lmptf'i"Ofll th~r \"equj'(f)ment~\ of tho ~,tr,t(: ccmtri:lctOT' 'i'} '((~gi:1t\"at Ion Jti~J. I.li'\der JcrUnn ~l, Chaf't~r 1';;[, la~H.:: of r.\6i, ::;jqnat;ure: ..._. "',,. ","__,_~.._ ."...."_.... ~.._.. ..._"..~."~......,,........ ...._ ,'\1."I! "., "",'''''.I'-''V' "\,C;"""'"".".,,',, pt; ~. ..... K:'~' ';', r.. h"j:', "1:';--t'f'\ r~ 'f,"-q'j!'~ )'I',.'{"~'?t-'}(~ 'ft'f'~';~~')'I.. X'J'~1\' ~" /.'. [!f'l ml i I((d.rir'" t!l"I"Yfl\"iirl H.n ~:;?"'.? l)i;tt, 0:., "V""""", _..~, DHI t;: 2--~-.?? .>~ ~~~ .M: 'f'!;';,;!' )4. .~.:.. .:-i' ';1. ~ ~' '1i,: ~ .y~ .K"~ .~~ .}t. .M" .,~ .:~. ,~'. # .)-;.( ,}~ .~~ ~f ,~', 1;' :h( )( f..' ~.~ ,h, ~.;{. ,~, J~ ';1' *: ,X, 'R- ~ }t~ 1:' .t(. 'J( .x ~ ~~ )( ;~ .,{..X ',M: '~f ~.'f.' ,r; ')('-if 1;(. ,;{ 'N' ::4; ).1 I' .l1Y [II Urn tll Ff (iN PFC!' (PI ~XN~~M~X~~~*~~~~*~*X~K*~~*~MK***Y*~*~~**<~****~~**~**~*X~~*M**** !,::r Cr :: I"! h!llInbf:i ~ ')'<,000100 (lmflunl, ~ 'I ::';1';" I "I 0.,-'/U1 /9,~, 10:: ;;,') P,'~\'lwmt Nc~'l'h()d:: C!( t,loldt tUII:: LN5DI.: ::';~)f>; lrdt: Jl Pel"ffi i L' Ho;: PiW l.'t~ I f'j(j;; , i t: i;\ t'l!,kh'l')~;l:,' ~ I nCtlt 'i Ofl ~ 0:.:;(:;.. 'O()B~'; ::,19/:,/00 1...01 ?, ;~LiO() Cl H.::PHY I,JI ::~'l <-;1 Ii JI'..jll f"li' I'~"r\f:'~ :: l'31, pr; U! ,I JL! PI~:m1 f j !jJ/f'H~:CI..,t/P l:)nCr/ (,VI" In (',()! Hll] I I)" Nli I. :) t ;,11 I' fH:'~ H : 'Int ii :l ill I I'rn'l ,'\ ~ '3f1l iHW I:!' ; :~H:" !';i/l l';'lb. :1 '1 ,~:AJ, 40 'Ill .i ,) I J,:l.:/ rm:~ r 11: J : III" 1 Jj Y~;*~**~**~~X*~*~~~k~~~~'~~'~*~~*~'*~~~~~,**~~~~~~~~*~~{~~'~X~*~~~~~-~~i~-n)L ()fy;pimt (:1,,1( if: I (, .'~ 'k,l, n'3lJO (I ~',f50 ) nl"li,'f~'r :1 pt'( on l;illl.UI.Hfi Pl,tIN UIIII' !''l:J',~; (.fOntlfrl, 1 ., :-i, 1 ,j. .........................II"I]~I~fJ.......PJER.1UQ..........~PLICA.~.IC)N. CiijofBremert:on,Washingtoh.983TO .. ....Phone:(206j478..527S... . FAX: (206) 478-5278 APPLICANT: D OWNER ~ CONTRACTOR 0 OTHER: II J. ~ SITE ADDRESS: 't <;;bO C ~-t?~ - 1{)'z.,. - 2'--0:> OWNER: -oa. PiWL Kt1~lJlJJlJ... CONTRACTOR: L '71 UJ./GJ1M. (11.'l.,">T: CONTRACTOR LICENSE # LAt!:on/&/3i;; cp CONTACT PERSO~L 'l-hbK~ _ TAX ACCOUNT NO. 0 9 ~ 7 - (} 0 L - 6 / J ADDRESS: S.~"vLA - () 0 0 3 ADDRESS: (J.U 7Ke>;L~:lil'-~ 113~-uvvk- . EXPIRATION DATE: '2--15-1(.,.- CONTACT PHONE # 3 77-71 () "3 D SFR D DUPLEX D SIGN D DEMO D MULTI-FAMILY D BUSINESS 0 OTHER: D MOVE BLDG. D MOBILE 0 GRADING(yds): D ADDITION 0 OTHER: I; /'- , /7(/000 D NEW D REPAIR D RE1\10DEL NATURE OF WORK PROPOSED: T"'t-'~ -- ~ SQUARE FOOTAGE: Dwelling: ~ c;k~ IV),Afk rL<s~ Garage: Decks: $ ';t>> '[)~ Uu tJtdtf ........ >..(I?LAN.1fEVlEWFEE...... ..(..(I\E.R..Mrt..F:E.FJ\............ ....................$tJRCHAt(GES...\.. $ $ ENERGY: $50.00 STATE: $4.50 '.' .. .'V' "AL' .U.... ...Tt.O" .N....... >: :>:>:::-::::>;::. .,::",,:: :::. :: .rt:.1:::f-_:: .' - <::/.: ..... .... , ,..........- - ... Applications 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 that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new- plan review fee. APPLICANT'S SIGNATURE: DATE: """""\ioIlili1 APPLICANT: DOWNER 0 CONTRACfOR D OTHER: COMMENTS: SITE ADDRESS: -Z-~7XJ C~4 OWNER: r~(.. Me ul/vu5h CONTRACfOR: ~/ L. >1: ~.teA~-: CONTRACfOR LICENSE # L~I)I!{c;r 143~ ~ OWNER PHONE # ADDRESS: '2~-CO~ L-~ft/i ADDRESS: y.O I ~x '11& 3> .-' EXPIRATION DATE: -Z-I S--'7~-- CONTRACfOR PHONE # "377 -, , 0 ~ N'OW ..i.....~~.(1j.IlE<!t.1:1),>M~'l'/ RANGE WOOD/PELLET STOVE GAS FURNACE btu's: CONVERSION BURNER bttt's: UNIT HEATER btu's: BOILER bttt's: GAS PIPING EVAPORATION COOLERS btu's: AC UNIT bttt's: HEAT PUMP btu's: tom: REHEAT BOX bttt's: AIR HANDLING UNIT btu's: EXHAUST FANS RANGE HOOD (residential) RANGE HOOD (commercial) CLOTHES DRYER INCINERATOR DUCf ALTERATION TANKS type: REFRIGERATION UNIT OTHER: MECHANICAL PERMIT FEE FEE \ ,NO. .mE.9IrE~RE. ..................EEE ::k-. WATERCLOSET J..WviN-~ BATHTUB LAVATORY 'Jt-.. SHOWER /..!Ty? '17 - KITCHEN SINK DISHWASHER LAUNDRY TRAY ~. CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR SINK OR DRAIN SLOP SINK WATER PIPIING & ALTERATION GREASE TRAP/INTERCEPTOR HOSE BIBBS LAWN SPRINKLER SYSTEM SWIMMING POOL BLDG. SEWER (mobile / moved house) ROOF DRAINS OTHER: PLUMBING PERMIT FEE (15.00 or 4.50) . $15.00 MECHANICAL FEES: PLU BING FEES: :Ai FEES: '-- DATE: CITY OF BRE,MERTON PERMIT CENTER Application Review- Type of Application:-[ L APp,icantL cck 0\1 .5 is <(\) \'C e s SiteLocationdSDO ~ all-{ Application # q {O ,() () ~ 5 Submittal Date: ;;;2 - \ - q (p Committee Review Date: d - ~ ~q b Building ~~~~Jp.p~tl\1l!iE. .. . C. .. .............. ........... ..O~l';"l'S..... ... . ... ." .- -. -,. -" .>.])WAR~IE:.~ Zoning Environmental YN YN YN! YN YN N YN YN YN EngineeringlS treets YN EngineeringiUtilities I Fire I YN +v~ N Other _.Y N YN YN YN Additional Comments: .! ~ " , . \': \ ~ -:; "'\ ~ , '- I". " , ( . \...~ l ) . \' '-." , ..,;." \. ! ! , .... \., . \. ' ~ ....... ' ; >,:. -;-J \. .\, 'w '., . , l' . l ': '" Job Add\": ?~)()() CHFHF<Y AVF I,OCi:lt. ion~ WI-.:STSClI.JND MEDI'CAI. HUfl.[HNG PiHCe! No~ :396/001,,,01 ?".0009 fS R If.:-;:' MJE R "V [:::UN IP IE.:. R M JL ''[f It::"; fE N 1]'. [E IR ~m6 4th S't vet?t.~ By'{;?marton" t<.lA 98;-13}' Phom;,;) ~ (360) 4.:./8' 52;:;5 FA.X;: (::~~<SO) 478J-..Cj2~"8 BUILDING PERMIT App 1. t cant; I (',IJOR SFHV r CFS r NC :~/ l'-ll OJ P . [I. fiOX -41 63 HRF~llrn ON ~ t~A 98::~ 1 .f' Perm] I No ~ w).()()n~) SLatun~ PFNOrNCl nrr)i8d~ 07/01/1996 l'~mllf:)d~ Fxpirm:3'~ Uwner ~ Meel.!1 J .OtJGH PAUl. ?tiOO CHFRf<Y (lVf NUl- flHFMFRlON WA 9(l:::1l 0 Cnnl:Y'i.1CCOn li~nt1fx SI]~Vlt:;l::S INC :~Il'-'/1.0:i I.Ie It: I.Nml~~:;fl'1,::W(J I':xp~ ?/1:-:i/l.'r96 p ,0, liOX 41 f)~:l nm'MFR"f ON. t~A (rtl::lJ? Subcontr~ .. i'~' llE:E;(:: 'fl NANT t Mf lfWVFMF N r F; TO GU J IF'S ?O;-? AND ?O~~ **M*N***~*M*******~*n*~**~I*Kft"*~****N*~M.****~***n**MH***N**nM*N**".R#RNKMM~~H*~"**M**~.~h*~ Va :llWt. ; on ~t Pf::r m j t ~'m:'l~~: ::-'40. f{O '101: a J CH J elll /'it. f:d f~)fJ ~ m-l~i. :/4 lH.()()() "O(J * Plan Ch(;!ck l-'eeE,: 1:3::>.1.4 Arldi.ti()m~ll:fm!3~ ,DO .).1 01. hr;lY r \;Jf:S: y, :'iO Tot a 1 Pm m it fef:: ~'IB~"1 . :.14 x ~H{:~,.)If * it.~~, ~(~ * .IH!; ~ M. ,It ~ ~ 'l~ * * *,~.x, ~HHt.x> 1(- *.M 1(. r,,,~, 1*'~ 'w.* ** * ~~, *~* * ~ ,l(..;;.*.~ .)t. ~* .ll;. * 1( ~H~ ,1* .)~..J( ')<J*'M * ~f * ,);,~ r,. iHHH* * tH(' * ** -)H~ 3>{ jHHH~ ** ;[.~. 1(. r1EGHANleAL/fJUJI'lEHNfil F'I;nURES~' PLBGH~ubil'i Closet,..",.,..,,: I PLEl6-Sho~ll!Jr..,...,.,..".,...: 1 PLB(,,'Clot heo Wash!;)r,.,.",....: F *M**H*****************"****M*******M***~****M***N*~**UM**~M**M*~H*~***H*H**"M~***~a~***~N*~K* This permit shall become null and void if the bul.lding or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or WfJrk authorized b}' such permtt is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTiCE .'. It jfj thF.l re~ptln~1bilitf l~f thffl PGY'mH hold~r, nOt thll City Crt Srf!Jmerton or Building Off'idal to ()SCl to it that roquiyi;)d 1nspectitlns.are made. ThH permit holder must notify the Bul.lding Official whfm ready f'(j'( inspections, Fallu'rI:. of the permIt holder to notify the Building Official cd' required insrections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden 8hal.! be bOrnf! diroctly by the permit holdeY'. Failure to substantiate code requirements loilll indemnify the CHy agalMt an)! and all responsibility or liability connected with the construction. I hereby certif}' that r have read and examined this permit and know the same to be true and correct. flU provJsiOI1B of laws lmr,! ordinances qOlJerniny ttds type of work t.lill be complied !41th ('Jhether 8pccif'led herein or not, 'The gnmtin9 of a permit does ntlt presume to give authority to violate or cancel the provisions of ~rl}' othw'l' ~htfll OY' 1(;l~}~1 b~J i'ogu llltino cCJOtitfuc!.ion or tho perf'ormalics of COO(ltruct ioo. S1 ~,rwturf): _. ~"~<'_'."~~A,"' ''''m..._".".,.~u~._",., __......'"....'" ........__ .....__."" lIat ~~ ~ .~<... _ " .., _.. .......... _.'" .... "H _... ,,,. .... 1 certify that I t1ffi r~}.(empt from the requirements of thfJ 8tiste contractor's registration law, under Secticm 3~ Chapter( 1;~6, laws of 1967. ~:.~;::~:~-~:,;..~;.;.;~t:'~'~;~~7<~ - -"II;,~,.,;2)t:o~r~-e~f J ;5</ S. /".-.J jJJ )3,) E~l-eVl..CJ l )< vz CJ'X: f'rourd~- o.-lo... or W\ [.0 uJ( Y'O-.-tyJL J h to joDX ~ I' II- J d r.-es ~ VL '^ VV\ J1...e.,y~ . 0--1 f y C?6 v'Vl 5 PERMIT CENTER Id: ROUT130 Keyword: UACT User: VAL 02/06/96 Activity document routing maintenance. BLDG PERMIT W/MECH/PLBG Permit No: 96-0085 Applicant: LABOR SERVICES INC Status: PENDING Address: 2500 CHERRY AVE Route: 1 Current Route Line: 6 of 9 Packet Units Description Station Status Received Assigned Complete BUILD BUILD BUILD BUILD BUILD BUILD BUILD BUILD BUILD 1 2 3 4 5 6 7 BUILDING PLAN CK BUILDING LAND USE PUBLIC WORKS UTILITIES FIRE HEALTH TRAFFIC BUILDING PLAN CK STRT-B-VW BLDG -SE PLNG -JA PUBWKS-NL UTIL -NL FIRE -SR HEALTH-ANY TRAF -ANY END-B - Approved Assigned Approved Assigned Assigned Ap Condo Approved Approved Partial 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 ../../.. 02/06/96 02/06/96 02/06/96 ../../.. 02/06/96 ../../.. 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 02/06/96 ../../.. ../../.. Fl=Help, ESC=Exit current screen. Route item edit completed. ~**M~~~~"X**"****~X*H*~**X*~~~*X~*~~*t:***M*****~**~~M*****M*~~*~ r: ITY OF. Hf,!H11In ON h~l C! I Pl *hX~*XX**~K***~*MM**X~*~~*K*XM**XX~*~****>>*K*********N*~~**~*MM~ W Cl :I VI' Numhe)''':: ,;.',0001 4'" (fmOl.! nt :: ;'.\ !.IO ,,40 O?/l 'l/96 \ {, ~ 1 i PH Y!i1(m'l: Mc.d; hod:: CK Not i'J t i. Dn:; 1.t\I3ClI-< :.;FI'z!J 1l9!.l!:i!:i ( n 1. t: ~ 'Jkl pc.'nn i. t NO:1 !}l-ftccJ No:: ~:; i. 'L c., f'ldd'j' CH; f:~ ~ I 0(;1'1(. i un f, '.'/;.oOn!i I'YPu :: 396/001, 01 :? 0009 ~:'~';'lOO Cl H 'W.(( (I\.q' I'JI ~:; I ~;UlJNI) 1'111)] f:('tl Ul..nn nl..lKi PI'I.~t'l I: I' W/f"l! ':Cl j/P lit).l1 PI t-.lr. 1'0 I; a J I ,'f:.wn:;:: ::3B~:i.. ~"),1 '1 nL H] tll t 11m!.; S:; ;:lH';),:A ni:~ 1 iHlr:,; ::.00 ~~~~~~H~~~*~~**A~~*~~****X**X*K~~*~~*~***X~X~*K~~*~*X**y~**~**~;! ().,',cotn!'l cudf.: 01')(",(;1' j pt:i (1r1 {'.Inullnt 1(, ::);,,;,1,,1001. (?;"ll. 'j I~UII.l)rN!~ 1'1]0(1"111 II.F'; ::.iOJ,'lO 1 (>. ::f/;' ,.1 00::'1 (~'?1 ':~) PI t 1~1H I tole; jif Inil I t I.'I'~, :.r.l, tV) /\'t;';l"~,:'}l,,l~:l (O'):~h) STtlll< 01. 1,1f) '.,\tPCII(,\l','L',I, A.,!,O F{.1 ::l:'>')" 1 r.)0('" (,,:.' ~,\ .1 (.) ) PI l~t1 '1'1 ~::;tH tCI.I{li <Fil' .!) .. Or) 't fl:i f,: I Jaj'l'nnnt ~,\t)n ,.110 , .,... ....." '--".', ... ..."......,..,.","..- .,..,. ..... ..... BREMERTON BmLDING DEPARTMENT Plumbing/Mechanical Inspection Report Scope of work: Tenant improvements . Address: CHERRY AVE, 2500 Contractor: T i'lmr Services Penult Number: 96-0085 Owner: McCullough, Paul Phone: 377-7103 ...'j. GAS PIPING Und~LleSt{~L~?r 15 mi.~~utes) Proper siung & su.rport 12" lfIil~imtlrn bd~ grade wJ.aen und~round CoatedJwrappc<1 when undergroWl!1 or wilhih 6" of earc:h Ground-joint unions prohibited in certain locuions 8ushjn~s not allo~ in conceaJcd areas COMMENTS: GAS PIPING APPROVED: FURNACE Man~acturer's s~t!ca~.?ns on site Location, aca::ss, sUHort Clearance to combustibb Venti~: ~aJ1ce to combustibb Vent siun~ & supportlconnections Vent terminacion Combustion air Chimney: liner and/or separate flues as required Gas sbut-off within 3' Pilot elevated off floor in garage Ducts: si:u: & support/insulated when required. Return air COMMENTS: FURNACE APPROVED: MISC. APPUANCES Ma!~ufa~.!.~cifications on site Location, .u;ccss, support Clearance to combustibles Venting: clearance lo combustibles --- Vent siz~~~~port/ connections Vent termination Combustion air Chim~ liner andloc separate flues as required Gas shut-off within 3' Wooc:l stove & fireplaces: proper hClrtb Wood stoves: EPA aJ:lproved Gas IOV: safety shut-off Wood stoves & fireplaa:s: tight fittin~ doors Gas sllut-off within 3' COMMENTS: MISC. APPUANCES APPROVED: Manufacture~fi~tions on site Location, access, support Clearance to combustibles Venti~: clearance to combustibles Vent sizing & support/connections Vent termination Combustion air Chimney: liner a.ndJoc 9Cpante flues as required Gas shut-off within 3' Pilot dc:vated off floor in ~~e Gate valve on cold water supply Relief valve drained to outside Copper to ~alvani:zed connections Unions on water pipes Seismic strap WATER BEATER COMMENTS: WATER HEATER APPROVED: ALL WORK UNDER THIS PERMIT APPROVED: ;J~.. . O--hl.".l :(/\ 4~ . J~ C/ IJJ1-V t(c1. '1 ,UWt if V- VI--- VI ~ ~. -8' REM E R TON B U I L DIN G D E PAR T MEN T PER M I T ----~------------------~------------------------------------------~-~ -~------------~----------------~-------~---~-~--~---~~-~-------~---~- , I i i i J '1 Application Dat.e Issue Date Assessor Acct #; Site Location Owner - Last Name - street - City - Phone Tenan.t's Name Agent's Name Architect's Name [X] Building ( ] Mechanical [X] Plumbing 03/10/1995 04/17/1995 3967-001-009-0004 2500 CHERRY PL SUITE BREM MED LEASING 2500 CHERRY PL SUTIE BREMER TON (206) NW PROSTHETIC CLINIC Application Number 95AP08485 Permit Number 16278 Project Gr.oup 210 First (DR MCCULLOUGH) MI 2'10 State W1\ Zip 98310 Phone(206) Phone(206) [ ] Grading [ J Move Building [ J 14.obi 1 e Home [ ] Paving [ ] Underground [ ] Demolition [ ] Sign [ ] Burning [ ] Land Clear ,-'~ ...~., Building Contractor: \ Contract.or street City Phone Representative state License :if City License # I,ABOR SERV ICES 1 P.O. BOX 4163 BREMERTON (206) 377-7103 UQSKINSON PAUL LABORSI143CQ INC. State WA Zip 98310 Expiration Date 02/15/1996 Expiration Date Nature of Work: Remodel interior to expand offices. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. "' Building Valuation ." $15000.00 council District. ---------~------------------------------~------------------------~-~- 3 Census Tract Construction Type Sq Feet Inspections Required Residence [ ] Zoning Foundation [ ] Business [X] Type Framing (X] Other [] Insulation [ J New [ ] PI umbing [X) Repair [] status Mechanical [ ] Remodel [X] Code Wallboard [ ] ~~~~~~:~ ~~- ~~ - - ~ - - - - - - -- -- - - ~;;;~~~~:~; ~ - --- - - ~~~~::: - - - :.~~~-; ============~~_================================~====d=iJ=~J==== "' ., ,. '.: .....j\~,1 . ,.' '. 'r 'of . :l€ ',"';' .. .i.~ ~. { , B R E M E R T 0 N p L U M B I N G . . '1 i' f ., , ,. ; B U I L DIN G D E PAR T MEN T PER M I TAP P LIe A T ION -~----------------------------~-------------------------------------- ---------~~---~~----------------------------------~---~--~----------- Application Number 95AP08485 Cont.ractor street City Phone Representative state License :# City License # LABOR SERVICES, P.O. BOX 4163 BREMERTON (206) 377-7103 HOSKINSON PAUL 1.ABORSI143CQ INC. state W1\ Zip 98310 Expiration Date 02/15/1996 Expiration Date rroi 1 ets Bathtubs Basins Showers 2 Kitchen Sinks Dishwashers r,aundry Trays Clothes Washers water Heaters Urinals Drinking Fountains Drains Slop Sinks Water Piping and Alterations Interceptors Hose Bibh Lawn Sprinkler Private Pools Public Pools Building Sewer Gas Pipe Roof Drain Private Hot Tubs Public Hot Tubs Other Options ----------------------------~------------~---------------------------- ---~~----~-------------------~-~--------~--------------------------~- - .... "" B REM E R TON B TJ, I L DIN G D E PAR T MEN T CON D I T ION S o F PER M I T ~~--~------~~---------~-~------------------------------------~------- ---~-----~--~----------------------,--~----~-~--~----~---------------~ Application Number 95AP08485 Permit Number 16278 FIRE. . . . . 1) Fire protection systems must comply with UFC, NFPA, UBC, ~ and BMC standards. Plan review required. 2) Premise identification required to UFC and BMC standards, v 6" minimum. ..3..~..e-(--i'1~-s-t'5'fYlnt~l> L l::"J:' e:q-u-k-e4"1""".,;i..fl......a~ane,.3! wUh-B.M.C-s.t.d_ y",. 4) Visible alarms shall be mounted 80" above the floor or 6'( \ \D\jJrf f0 '" below the oeiling, whichever is lower, and at an intervil tJ \ ~\~.~~ of not less than 50' horizontal in rooms, corridors and ~r ~. hallways. Mini-strobes shall be provid~d in bathrooms, D~ per ADP~ 5) The authority having jurisidiction shall be notified prior to installation or alteration of equipment or wiring. Complete information regarding the system or system alterations, including specifications, wiring diagrams, and floor plans, shall be submitted for approval. UFC Standard 14-1, 2-2.1 -----------~-~-~------------------------------------------------------ -----~-~----------_.~--------~-----------------~---------~~----------- .,,;,";,. !lil'8!!Jf!!!1l!t~~jPll.fllilit~:!!D!!Wl~~ill[~ NOTICE OF PERMIT REGUlATIONS This permit slWl become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permi~ or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE _ It is the responsibility of the pe..."'1I1it holder, not the City of Bre~enon or Building Official to see to it that the r~uireri insp~ons are made. The permit holder must notify the Building Official when ready for the inspections. Failure of the pe.--rnit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building offic:.:ll that the conce::lied work mee!:S or exceeds code requirements. Any demolition, testing, or financ.al burden shall be borne directly by the permit holder. Failure to subS"..antiare code requireme:J.ts will indemnify the City against any and all responsibility or liability conn~ted with the coo.strUcuon. 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 ord..i.nances 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{;CCJllaw regulating coostrucnon orthe perfor;nance of coostruction. ~ jI!-- tJr //1 7~ Sign mre D te am exempt from the requirements of the state contractor's registration law, under Sec. 3, s of 1967. Pe:-mit Number pcraat.da: ~ '. ..- .. . B REM E R TON. PER M I T A P P L I CAT ION ,: B U I L DIN G D E PAR T MEN T --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site 'Location Owner - Last Name - street - City - Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [X] Plumbing Building Contractor: Contractor street City Phone Representative state License # City License # 03/10/1995 . ~ V~D 2500 CHERRyF~~ MCCULLOUGH (Y"- 2500 CHERRY BREMER TON (206) NW PROSTHETIC CLINIC Application Number 95AP08485 Permit Number Project Group First DR . MI state WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] [ ] Move Building [.] [ ] Mobile Home [] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition LABOR SERVICES, P.O. BOX 4163 BREMER TON (206.) 377-7103 INC. State WA Zip 98310 LABORSI143CQ Expiration Date 02/15/1995 Expiration Date Nature of Work: Remodel interior to expand offices. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation Council District Construction .Type $15000.00 I ./ ~ [) q, -; 310 7..; 0 () !) () () ~. 3 Census Tract f1 d.w1 tfJtL f3 y;)IWIll/ Inspecti ons Required Sq Feet Residence [ ] Zoning Foundation [ ] Business [X] Type Framing [X] Other [] Insulation [ ] New [ ] pI umbing [X] Repair [] Status Mechanical [ ] Remodel [] Code Wallboard [] Additio~ [ ] 12 Final [X] -----~~-~~----------------------------------------- z' E PAR T MEN T P L U M BIN G PER M I T A P P L I CAT ION ============================.==~====================================== Application Number 95AP08485 Contractor' street City Phone Representative state License # City License # LABOR SERVICES, P.O. BOX 4163 BREMERTON (206) 377-7103 INC. ~ State WA Zip 98310 Expiration Date 02/15/1995 Expiration Date LABORSI143CQ Toilets Bathtubs Basins Showers 2 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urinals 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 '':> --------------------------------------------------------------------- --------------------------------------------------------------------- " , -- B R B MER TON RECF:! PT # 088319 Bu] ] c:l:i ng fj:"~3?:>' .100l P]umb.ing 112-1)'/.,1003 storz Adaptr-r ;~4-:'Hl8 .lOOn Recei. veri Fl:'nm: J,abo:r B U :I L D T N n * This Is Not A Pe~mit * n ~ PAR T M R N T p.el~mi t Fees $ lfi2.00 $ '/7.00 Aml')1..tn I', Pa. 1. d 0t. hE! r.' F'eE':::l $ J?B,f.4 ?on.i nry I'-'ep.s ~~=~=~=~~~~~~~=~~=~=~~:. $ JB9.0f.J $ .00 Sen,; ceR~ 90 f\ 9 Har. lOr 1995 P I. an Che,.~k I"ees Amount Paid $ 105.10 $ IOS.3D ---_._._-----_.~-----~---'- _,..-..._._._ h ..., ,~._... .' _ ~.- ~... ."",._ ,,-, ,_ ,.... .- ..... . ..~ IS 105.]0 6?-34."l,H.300 Gerl PRyment Ot.h",!: Pef'~0 1':nE'r9Y Chnrqe fH'.ate B/C 643-/':17. '1:'4 Tnt s I frf."ps $ Amount Pi'1:i d $; l?rinr Paymen.t :;; Ra 'an.';-~p OUf;" On 0]/10/1995 For .#9~)APOB4fl5 $ 1(1).30 $ 1?-8.64 $ 4.50 -.. - - -. - ..... - .- ,- .... .- ..", ..... - ...- ~,-... .- 427.44 105.30 .no ~""-"'---_."'-'- " . . _. _, 0.,. _ ._ ,. .... $ 3:>:1..14 --f~l>D ~ lIflIPi<<i~.1f_.lD.~YdlV.S%4j1 .iIattIIJ)t~4Ir...ww.~Ii.'" APPUCANT: 0 OWNER 0 CONTRACTOR 0 OTHER: COUN1Y ASSESSOR PARCEL #: ADDRESS: ADDRESS: CONTRACTOR LICENSE # EXPIRATION DATE: CaNT ACT PERSON: CONTACT PHONE # o SFRD DUPLEX o SIGN 0 DEMO o NEW 0 REPAlR o MULTI-FAMILY 0 BUSINESS 0 OTHE~ o MOVE BLDG. 0 MOBILE 0 GRADING(yds): 0" REMODEL o ADDITION 0 OTHE~ INTENDED USE: ZONING CLASSIFICATION: NATURE OF WORK PROPOSED: ~ ~J-d-<-J . COUNCIL DISTRIcr: SQUARE FOOTAGE: Dwelling: Gange: Deda: For Department Use Only }i!:!@tfY4PQA$1()&t%tt:mtt:tP~::~~EENr:t::}::i:::::p:E~mta:P;:tili::}@} f::ttfSQR;(:HAItcmstt:ij:::: ttt:m%tT"(:ttAtt:E~:::::::\:::f $ 5 S $ ENERGY: $50.00 $ I 1060 STATE: $4.50 Applications 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 that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. . I hereby certify that the above infonnation is correct to the best of my knowledge. APPLICANT'S SIGNATURiY.:r2t A - . OATh ~ ...................................... ...........ui/<...BM.iIi...ii.5.ITItIO.....c........>>....><...................>.............................. iiiiiiiiii~~;i~;;~~;~~iiYii~~\;~~a~;r!;!!.!i~'filt~~~lii~;~2~~;\.\;F.~tWI~\!~f~f~~fi.;. I,. .................. ................... .................. .......-..... .... ......,......,.... ................. ............-..-.. .................. . - . . . . . . . . . . . . - . . . MJ]~ICJ~.tO .......... ....... ..... ..............................................1 .....:.:.::n.::..~..~~.>:. ..:.::.....::....:::.......:...........:.......:.....:...... ::::::::::..-::::.,Jl.l.4l11.,.~JiILt,..'Il(Jl...;::::: ;::\....::...:.:.;::...:..:.:.:........:....:::::..:.:.:.: o APPLICANT: DOWNER D CONTRAerOR 0 OTHER: COMMENTS: SITE ADDRESS: OWNER: ADDRESS: CONTRAerOR: ADDRESS: CONTRACTOR LICENSE # EXPIRATION DATE: OWNER PHONE # CONTRAerOR PHONE # . ) FEE ...:N()..f..}::.~E()EFJ)("IJJREt) WATER CLOSET BATHTUB LAVATORY SHOWER KITCHEN SINK DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR SINK OR DRAIN SLOP SINK WATER PIPIING & ALTERATION GREASE TRAP/INTERCEPTOR HOSE BIBBS LAWN SPRINKLER SYSTEM SWIMMING POOL BLDG. SEWER (mobile / moved house) ROOF DRAINS OTHER: PLUMBING PERMIT FEE (15.00 or 4.50) ........p. BE..... ..... - .. ..... , . ... . . . . .. - . . =::::::::: ".:- "," . <:;::= .. .... .. NOj ......%):.1?.E.~EEQJJIPME19*; RA1~ GE WOOD/PELLET STOVE GAS FURNACE bttt s: CONVERSION BURNER bttl s: UNIT HEATER bttl s: BOlLER bttt s: GAS PIPING EVAPORATION COOLERS btus: AC UNIT btus: HEAT PUMP bttts: tom: REHEAT BOX bttt s: AIR HANDLING UNIT bws: EXHAUST FANS RANGE HOOD (residential) RANGE HOOD (commercial) CLOTHES DRYER INCINERATOR Duer ALTERATION TANKS type: REFRIGERATION UNIT OTHER: MECHANICAL PERt\1IT FEE ~ v $15.00 MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: APPLICANT'S SIGNATURE, \ ~ /h - DATE: . , , '1(" 7 \; '\"'~ +'i.~' , , "i \~ B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P LIe A T ION I ----------------------------~---------------------------------------- -------~-------~-------------------------------~-------------~----~~- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - street , - city \, -. Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [X] Plumbing Building Contractor: Contractor street City Phone Representative state Li.cense # City License # 03/10/1995 Application Number 95AP08485 Permit Number. Project Group 2500 CHERRY MCCULLOUGH 2500 CHERRY BREMER TON (206) NW PROSTHETIC CLINIC First DR HI state WA Zip 98310 Phone(206) Phone(206) 'C] Grading [ ] Move Building [ ] Mobile Home [ ] Sign [ ] Burning [ ] Land Clear [ ] Paving [ ] Underground [ J Demolition LABOR SERVICES, P.O. BOX 4163 BREMERTON (206) 377-7103 INC. state WA Zip 98310 LABORSI143CQ Expiration Date 02/15/1995 Expiration Date Nature of Work: Remodel interior to expand offices. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation $15000.00 Council District 3 Census Tract Construction Sq Feet Type Residence [ ] Zoning Business [X] Type Other [ ] New [ J Repair [ ] status Remodel [ } Code Addition [ ] 12 Inspections Required Foundation [ ] Framing [X] Insulation [ ] Plumbing [X] Mechanical [ ] Wallboard [J Final [X) '3- Z- '-f -7..5-- z E PART MEN T P L U M BIN G PER M I T A P P LIe A T ION -----------------------------------------.-----------------~--------~- ____~______~a_________________~_______~____~__~___~___________________ Application Number 95AP08485 Contractor street City Phone Representative state License # City License :It LABOR SERVICES, P.O. BOX 4163 BREMERTON (206) 377-7103 INC. state WA Zip 98310 LABORSI143CQ Expiration Date 02/15/1995 Expiration Date Toilets Bathtubs Basins Showers 2 Kitchen Sinks Dishwashers Laundry Trays Clothes Washers Water Heaters Urina.Is 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 ---------------------------------------------------------------~----- ----------~----------------------------~-------------~----------~-~-- " ,. ill '1~ M@"~" fi... Wi ~ ill' '. BRE;MER ~r 0 N B U 1 ' 1. D I N G PEPP- I? E R M I T A P 1? I~ r C A "(' ION MAR ISm> =~=~=~=~=~=====================~==~==::=~====~==.~=====:==:~~==~=====~- Application Date Issue Date Assessor Acct # Site l.oeation Owner. - Last Name - street - City - Phone Tenantis Name Agent v s Name' Architect's Name [Xl Building [ l Mechanica 1 [X] Plumbing 03/10/1995 A J i t. BREM~!~.!p~ENT pp. ca 100'''....10.-.- _.__......~."'.... Permit Numher Pr.oject Group 2500 CRgRRY MCCULf...OUGtK 2500 CHERRY BREMERTON (206) NW PROSTHETIC'CLIWIC Fi.:rs t DR t4I state WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Rui14ing [ ] Mobile Home r J Si gn [ ] Burning [ ] Land Clear [ ] Paving [ ] Undergr.ound [ ] Demoli.t.ion ----------~---------~----------.---~-_._----------------.-------------- Building Contractor: Contr.actor street City Phone Re1;)r.esF.lntativa state 1.:i. cense # Cit.y Licens<':i # LABOR SERVIC€S, P.O. BOX 4163 BREMERTON (206) 377-71Q3 INC. state WA Zip 98310 LABORSI143CQ. E:?rplrG1t:i.on E}rpi1:a t. i on Date 02/15/1995 Date Fire protection systems must compiy . with UFC, NfPA, use, and 8MC standarcs. Plcn review required. N81ture of Work: Remodel interior to expand offices. I APPROVED PI..ANS AND SITE PT...AN ,*UST REMAIN AVAIi..ABJ...:E FOR INSPECTION. '. (j L L' . ~ ,31/~15> Building Valuation ON SITE ANptemise lcentification required to UFC and FMe slcndards, 6 inch rnin'mu:n. $1$000.00 'H)~ral'lB require Storz udOplet's 'r.;~ ' <Icccrdc!1ce with BMC ~tandards. ~) Council District -------------------------------~-- 3 C Visible alarms shall be mounted 80" above the floor or 6" below the ceiling, whichever is lower, and at an interval of . S not less than 50' horizontal in rooms, corridors and hallways. Mini-strobes shall be provided in bathrooms. per ADA Constl:"uction Type Residence [ ] Business [X] Other. [] New [ ] Rap..., i .;;:- [] Remodel [] Addition ( ] 0:' ::: :::if~:: ~:::::::= =:::::::;::-:::::::;::::::::::::: ~::o;::::"::: =~;:::::::=:::; ~-::::::::::::::::-:-:-:::::::;;:::::::::::::::::::" =;;:::::;-:::::::::::;::::::: , 3/ Jlffts' z E PAR T MEN T P L U M BIN G J? E R M r T A P P LIe A T ION ==~=~~~~===~~~~===~===~~~==~~==~~~=======~====~~==~===~:==~=~=====~~~ Application Numb~r 95AP0848!) Contr~C'to:r st:r.eat City Phon~ Representative State I,i cense # City License * !.AROR SRRV I CE B , P.O. BOX 4163 BRRMERTON (206) 377-7103 INC. state WA Zip 98310 !.ABORSI l43CQ Expiration Dete 02/15/1995 EJepir.ation Date Toilets 13().thtubs RaE\ins Showers 2 Kitchen Sinks Dishwashers IJ6lundry Trays Clothes Washers Water HeateL'fJ Urinals Drinking Fount~in8 Drains Slop Sinks Water. Piping ,nd Atterati6ns Interceptors Hose Bibb r~atm Sprink 1 er P!:ivate Pools Public Pools Buildi.ng Sewe1;' Gas Pipe Roof Drain Pr.ivate Hot T'ubs Public Hot Tubs Other. 019t:i ons ~==~==~=====~=~==~=~========~~=~==::===~==~~=~========~~~~=~==~~====== _....._.....=.:(~::j..u......_...~:............... Gateway to the Olympics and Home of the Puget Sound Naval Shipyard BREMERTON BUILDING DEPARTMENT March 14,1995 Labor Services Inc. Attn: Paul Hoskinson PO Box 4163 Bremerton, W A 98310 Re: Application #95AP08485 (interior remodel for 2500 Cherry Ste 210) The application dated March 10, 1995 is complete and ready to be reviewed. We estimate a decision will be made in three to four weeks by the Building Department. For further information, please contact Bonnie Krause at 478-5275. ~6.cA p~ onald L. Pratt, ~ Director of Community Development DLPlbak 239 4TH STREET 3 3REMERTON. WA 98310 CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION 3-14- I 199 5 TO BE COMPLETED BY 3-23- I 1995 DATE: Dr. McCullough OWNER . Labor Services, Inc. CONTRACTOR 2500 Cherry LOCATION OF JOB FOR interior remodel ENGINEERING COMMENTS/REVIEWED BY Q.;;€ -;er /f/ tJ c"dl"\ ""' ("~ ;",,:.:,/, ,',,&,c,. :".:}<' . ,,;.~~:~~,;{,;,t~ .;:,<,~... <; ,,_ -, '. 'ie' ,,,,'f ''1'~( _';"\:'~ ,;..,.' c', ',',.' ,_;:-', '.< . .~.: '.'.. ' '.: '<"~';{'::>':'" :"~ ..~t1~ !: .BREMERTON PER M I T B U I L DIN G D E PAR T MEN T A p' P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Asses3o!:" Acct # Site Location Ownc~ - Last Name Street - City - Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [X] Plumbing 03/10/1995 Application Number 95AP08485 Permit Number Project Group 2500 CHERRY MCCULLOUGH 2500 CHERRY BREMER TON (206) NW PROSTHETIC CLINIC First DR MI State WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] [ ] Move Building [] [ ] Mobile Horne [] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition Building Contractor: --------------------------------------------------------------------- Contractor Street City Phone Representative State License # City License # LABOR SERVICES, P.O. BOX 4163 BREMERTON (206) 377-7103 INC. State WA Zip 98310 LABORSI143CQ Expiration Date 02/15/1995 Expiration Date Nature of Work: Remodel interior to expand offices. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation $15000.00 Council District --------------------------------------------------------------------- Census Tract Construction Type Residence Business Other New Repair Remodel [ ] [X] [ ] [ ] [ ] [ ] 3 Sq Feet Inspections Required Zoning Type Foundation Framing Insulation Plumbing Mechanical Wallboard Status Code r' ~' .' " .: ~\ ,,, ?'" -::~\\ :~~~:: ,t,~'i ~~~~., .., . " .' , - ," '~~'i!~\'~~1i'" 'i;'$;'W'~' .fr~w...J~~~*i.\j.col"\:>; '. , " 't, -'~~~:;;,\,~, "~~'ii:", ;:~:{:';: t'l'" ""-, ' .: - ' ',,' '... ~." _.', . ".:.'0 ,.", :..-'1'...~-.,",'...:, ,." '" ,"" '. ,. .~''''__''_'_'' r~". '., " "....",=-'" ~ . '-.J..ii!.~.~ - ~' r...t. 7,..,;, .....~':" " ';;111" ."" '. ,,<~ ~'. "" ., '" RAE MER TON p. U J ',. n :r I\J G )) t>: P A :R '1' Mf': N 'I' l? F. H M r 'r A P P. [. reA 'l' I () N ~====~=~=~====~=========c=~====~~~=:=~~~=~~~~~=====~=:~~~~~=~===~==~~ Application Date Issue Date AS8e~,,;sot:" Acet tt Site Loc;at:lon Owner - Last Name - street: - City - Phone 'renan t. 1 S Name Agent's Name Axchi t.eet 's Name [X] Bui:1 ding [ ] Mechanical [X] Plumbing Building Contractor: Cont: r.a(:tot' street Ci.ty Phone Represent.ative state "iGense :# ...' t . I'i .u. c.}, .,'1 ._cense It \ ! J 03/10/1995 App l it7';aU,on Number 95APOB485 Permit Number p.roie<::t Group ? ~'O 0 CHP.::RRY Meet] Lf.;OUGH ?500 CHERRY BREMER-TON (;'06) NW PROSTHE'r.IG , First OR MI state WA Zip 98310 Gr. IN Ie l?hone(206) Phnne(?06) r ] Grading [ J Sign r ] Paving [ ] MOVe Building [ 'I Burning ( 'I Undel'."gl:ound r :1 Mobi:le Home r :1 band Clear [ J Demo:l:ition LABOR SERVICES, :P.O. BOX 4163 BREMER'l'OM (:>06) 377--7103 INC. state W1\ Zip 98310 J,,1\BORSn 43CQ Expiration Date O?!lS/1995 Rxpixation Dat.e Natur.e of Work: Remodel int,erior tn expand offices. R E C ~..., .... :".' ~.....,fI! E" D' , . I'. . I . -. ~1 . ..,;, b G J . , APPROVED Pl.ANS AND SPI'F.; PLAN MUS'I' }U~MJ\JN ON 81 TE ,AJ\MJAR 1 5 1995 AVA TI.AFH.E FOR INSPEC1.'IQN. 8uilding Valuation '". -<.(~' ~1,~'ld , .. ....-:~ .'I,.~ :....:.. Lh;;i..... ~. ,. City 0' G,~li';':::H10n ~H 5000.00 Cnund:l Di st d ct -----------_._--~--~~-~---_._-----------~---~-----------_._-~------------ 3 Census 'rract ("3on8 t ruct. ion 'Jlype Sq Feet Inspections Requjred F01.\ndation [ ,1 Residence [ ] Zoning Business [X] 'l'ype P'rami:ng [X] other [ ] Tn::n.llation I: 1 New f J 'P:l umb i n 9 [ X ] Repair [] status Me~hani,cal [ 1 Remodel [] Code Wallbourd [] Additi.on [ 1 11 Final [Xl -::""":;0. c.::::;'; ;;;:"C ,':, .:::L_:;;;LAC:::tt ::; ".):- ~c::- -::;7';- c.. ';:::;:>:"::- '0 ;;~. =:;;;;::: ;~;::~::_;-: :"';,',;::: ::;'::.;. :~ ::. .:: :.~-':::';-':' ::::0 :c.,;:;:::-::::c~. c. c',~,:~ :~:::::"" l[)tJJJDC:;\tl.\.\q'J N.O ID~II rfAOlL. ~f3aMS ~'Ud> .: '. :D~~ .1'-20=']5 z E PAR T MEN T PT..UMBING PP.RM.IT 1\ P. P I. leA. 't' ION =~~=~======~~========:============~:~=========:=~~~~~=====~=~~~===~~= Applicati.on Number. 95AP084R5 Crmt :eaat or st t'eet City Phone Repre>sentative state L,j cense .ft ci ty (,icense # bAROR SEHVICES, P.O. BOX 4163 BRE:MF.R'J'ON (206) 377-7103 INC. state WA ~ip 983LO l..AHORS! .l43CQ Expiration Date 07/15/1995 ffiltpirati.on Dat.e ; " i ~Poi} ets Rathtubs Basins Showen1 2 Kitchen Sinks Di.shwasher.s r..aundry '1'rays Clothes Washers Water. Heatert'l Urinals Drinking Fountains Drains Slop Sinks Water Piping and Alterations Interceptors Ho~'Se Bibh Lawn Sprinkler. Pd.vat.e I?()ol s Public PO()]f.~ Bu,i 1.l::l.ing Hewer Gas Pipe Roof Draoin Fr.i vate Hot 'J'ubs P.ublic Hot: Tubs Other Options -----~---------~._-~--~--~------------~~---_.~----~-------~-----------~ ...~ _. ..... ""'" .-0 ,~.. .... _. .... _.,..... .._..." .... ...... _~ -.. _.. ___ ......oW' _ -,,....... _ .... .... ,_ ... _ _~...... ,.. ,..,.............. __ _ ... ,-,.,.., _ __ _ _ _, ,,-, ~_ _~.... ~ ..~..-, -... ~......"", ....... ->- -- -.. ............-...... -. _ ~... .-. " .. PI "-'!I!i N; PI!flVIDf'fJ BY LAW 1\:; A: " CONT, .",GENER~L O-;"~"~; '\;~","~ ,;! ;;,!~.r .CONsr I i. i ,0.1; L._____ REGISIHATlON NUMBER rLABORSI.t43C~ '02,/ r51~b I~~I='EC.! 1 VE bATE02/:1B/66 .-~._- ------ "----- .--., EXPIIWION DAlE L~BORS~~VICEg 'INC PO BOX 4163 BREMER TON WA 98312 SIGNAl: ~~ -:r.wL~i~ ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES .. ". ~ ROUTING Sf/EEl' .. ~ - ~~~--. Project /I "SA PoBtlg{ Dale Received:_3/tOI Cj 5:_ API;lication Review dale: :3;/11./ J , S:-_Pre-slIbmittalmeeting date: Date accepted' as complete: ~/Jt{ ....J)i't~ ..n~:i~. .....i.)i,;{r~,~i~'V. N/Adr~(riIH,lc~,~~~,j(i'l~ii< ..... p,m~I.l~!l ... for hivlcw .~flli(tJ()/.rlii;ch'Il(J ... '.Ajip'lllV/'" ...:..Niit:..... ..~~Yr~l~~r. ~Il'li lll~tl~~ A,l \lr~Y~d." BuilJing Fir~ Date permit application is approved or denied: Date applicant is advised of approval by phone: 3/a._rg/Cf5( by maiL Date applicant received permit:. OTl/ER PERIIIll'S REQ'D'! Y/N AJi/liki"ii/I,H "0. "'k' llllll; n:\lI:w.. .....< D.. Il.'.t.'~. ..........'... 1)"t., ./nlll~ ..... ..!Il~!rihw(;!lf()I' .i!,~~p.()!I;~~ .... . "pr!'!lV~~ ..pl;hi!th .'ql'~viIlW . .exll'OUcli ....... .. : I~mtltl I ...... .......... .< 1)',~J~111ING .... .......... ....... ....... .... ..... Duihling Utilities I' .:.. .. :.. ... .. ...... ..'<.' ...... .. .. I\Ht'rn ,I ... ....................... ... .. ........ '.. . .... ..:.'. .. .... Duihling Fire 1 . ...... ... Building Fire . .. ... ..... .. .......HANGI~... OOO/Sl I A IPT ............. ..... ..... I . . .:. :11;lllE~W IHNi,: LE if .... ...... ...... . . ." .. ... . . . .. Fit.c Ulililies I... ..... ... Fire ...... . :... . .. ..Fr'~KA)JA,lli\f .'. .............. .... ...... . . 1 :......... ... ..:. ..... ..' <'. .. .. ... .. ..... Building Lant! Use ,. 'fl'. :.. ...... .. '. ...... ... :<. .. . . Engineering Water Firll , ,. LOG SHEET ADDRESS: ApPLICATION No. DATE COMMENTS ~)17r) ,) _ . L BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton, Washington 98310-4799 (206) 478-5318 YTILITY SERVICE AG~~E~NT Bremerton, Receipt l-{o. f!l L/ to I WA. Ltl II ,19~:S- Work Order No. Tap No. The undersigned property owner Service Address: 2500 Cherry PI Legal Description: Plat Block hereby applies for Utility service at: Lot ------------------------------------------------------------------------ Kitsap County SERVICE REQUIREMENT: [] Water [] Wastewater [] Stormwater SERVICE AREA: [] Marine Drive Water [] Sewer District 11 [] City [] North Perry Water [] Tracy ton Water [] County [] Port of Bremerton [J SERVICE CHARGES: --------------------------------------------------------------------------- Connection/ Ins~tio.1L Fee: Water: Domestic...............Size BARS_t Fire .................. Size S to rm Wa t e r ............................. $ Frol'!.:L Foqtl!S.~_Fee.: Water ................................... $ Was tewa ter .............................. $ Storm Water ............................. $ g~n~ral Facil:Lt;.~ee: Water .......1 of units Wastewater ..1 of units Storm Water .f of units (j $ (i $ (j $ $ $ $ ~s~~~eyelqpment Charges: Water Wastewater Storm Water $ $ $ Temporary Service $ Road Permit [J City [] County ..$ Street Restoration [J Asphalt [] Concrete $ Tapping Fee .............. 0 . . . . . . . . . . . . . . . . $ Deposit $ Other (1) Storz Adapter $ 123.64 128.64 401- 388.1000 TOTAL. Cl . . . . . . . . . . . . . . . . $ --------------------------------------------------------------------------- 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 cf charges. Name NW Prosthetic Clinic Bi 11 ing Address 2500 Cherry PI Suite 210 C it y Bremerton, IvA Owner's Signature Agent's Signature, ~ J: AccePt~~~n beh~lf o~~ton Munici 1 By: '1 ( -~~ ~ --.-.:11-U 0- "- Original & Yellow Copies: Utilities Accounting Pink Copy: Utilities Engineering Goldenrod Copy: Customer Phone Number ) State ZIP 98310 Date , 19 Date , 19 Utilities: 4:/ /7 C).S- Date , 19 BRBMERTON BUILDING DEPARTMENT Inspeedon Report Scope of won: EXPANSION Address: 2500 CHERRY PI." SUITE 210 OWner: BREMERTON MEDICAL LEASING Contractor: LSI Pennlt Number: 16278 Phone: " Phone: FOUNDATION COMMENTS: FOOTINGS APPROVED: WALlS APPROVED: FRAMING line uin:d 10' COMMENTS: ~~ y, ly- f\~ ~ #~ '01/f~ ENERGYCODECOMP~CE APPROVED: COMMENTS:______ UNDER FLOOR/FOUNDATION INSUlATION APPROVED: WAll INSUlATION APPROVED: CEILING INSUlATION APPROVED: MECHANICAL bearth. COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: COMMENTS: aired ~~ """'~ 7~ )~ PLUMBING GROUNDWORKAPPROVED:_______PLUMBING ROUGH-IN APPROVED SBEB1'IlOCK COMMENTS: ~ SHEETROCK APPROVED: ~#5~ PINAL aired E COMMENTS: I {l/~ (f(G/fY FINAL APPROVED: _ _ A _ _ - - F (CONT) - - - - M (CONT)- - - - 5 (CONT)- - - - ASSOCIATIONS -- A AMP FHC FiRE HOSE CABINET MFRREC MANUFACTURER SEP SEPARATION AiSI AMERiCAN IRON AND STEEL INSTITUTE AN AUDIO VISUAL, PHR FIRE HOSE RACK (REEL) RE AT10N(S) SF SQUARE FEET AMCA AiR MOVING 4 CONDITIONING ASSOCIATION, INC. AUDIO VISUAL EQUIPMENT FIN FINISHED MGR MANAGER SG SAFETY GLASS(ZING) ANSi AMERiCAN NATIONAL STANDARDS INSTITUTE AB ANCHOR BOLT FIN FLR FINISHED FLOOR MH MANHOLE SHR SHOWER APA AMERiCAN PLYWOOD ASSOCIATION ACST ACOUSTIC(AL) FIXT FIXTURE MIN MINiMU" SHT SHEET APWA AMERiCAN PUBLIC WORKS ASSOCIATION ACT ACOUSTIC CEILING TILE FLASH FLASHING MIRR MIRROR SHTG SHEATHING, SHEETING AR15 ASPHALT ROOFING INDUSTRY BUREAU AD AREA DRAiN FLG FLOORING, MISC MISCELLANEOUS SHV SHELVING ASME AMERiCAN SOCIETY OF MECHANICAL ENGINEERS ADJ ADJACENT, FLOOR MATERIAL MO MASONRY OPENING Sim SiMILAR ASTM AMERiCAN SOCIETY FOR TESTING t MATERIALS ADJUST(ABLE) FLR FLOOR MTD MOUNTED SM SHEET METAL AWi AMERiCAN WOODWORK INSTITUTE AFF ABOVE FLOOR FINISH FLUOR FLUORESCENT MTL METAL SND SANITARY NAPKIN DISPENSER AWS AMERiCAN WELDING SOCIETY ALT ALTERNATE FMF FLEXIBLE MEMBRANE MULL MULLION SOG SLAB ON GRADE AWWA AMERICAN WATER WORKS ASSOCIATION ALUM ALUMINUM FLASHING MULT MULTIPLE SPECS SPECiFiCATiON(S) CRSI CONCRETE REINFORCING STEEL INSTITUTE ALZ ALWIMiZER FOB FACE OF BRICK MW MICROWAVE OVEN SPKLR SPRINKLER CS COMMERCIAL STANDARD OF THE U.S. DEPARTMENT APPROXAPPROXiMATELY FOC FACE OF CONCRETE SPKR SPEAKER OF COMMERCE APT APARTMENT FOP FACE OF FINISH N _ _ SQ SQUARE CSI CONSTRUCTION SPECIFICATIONS INSTITUTE ARCH ARCHITECT(URAL) FOM FACE OF MASONRY N NORTH SQIN SQUARE INCH FC41A FLAT GLASS MARKETING ASSOCIATION AUTO AUTOMATIC FOS FACE OF STUD (N) NEW SS SERVICE SINK, HUD US DEPARTMENT OF HEALTH AND URBAN DEVELOPMENT FPL FIREPLACE NA NOT APPLICABLE SANITARY SEWER !CC INTERNATIONAL CODE COUNCIL - - - - FRP F15ER REINFORCED PLASTIC NC NURSE CALL, SST STAINLESS STEEL IEEE INSTITUTE OF ELECTRICAL 4 ELECTRONIC ENGINEERS BD BOARD FRTW FiRE RETARDANT NOiSE CRITERIA ST STREET, IPCEA INSULATED POWER CABLE ENGINEER ASSOCIATION BITUM BITUMINOUS TREATED WOOD NCAP NURSE CALL ANNUNCIATOR STAIN MLA METAL LATH ASSOCIATION BLDG BUILDING FRZ FREEZER PANEL STA STATION NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL BLKG BLOCKING FS FULL SiZE NCOM5L NON-COMBUSTIBLE STC SOUND TRANSMISSION CLASS MANUFACTURERS BM BEAM FT FOOT(FEET) NIC NOT iN CONTRACT STD STANDARD NEMA NATIONAL FiRE PROTECTION ASSOCIATION BOT BOTTOM, FTG FOOTING NO NUMBER STIR STIRRUP NWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION BOTTOM OF FURN FURNITURE NOM NOMINAL STL STEEL OSHA OCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATION BR BEDROOM PUT FUTURE NT NET STOR STORAGE PS PRODUCT STANDARD OF U.S. DEPARTMENT OF COMMERCE BSMT BASEMENT NTS NOT TO SCALE STRUC' STRUCTURAL SDi STEEL PECK INSTITUTE BTWN BETWEEN _ _ _ _ SU SOILED UTILITY $01 STEEL DOOR INSTITUTE BUR BUILT UP ROOKING) G GROUND _ _ O _ _ SUBFL SU5FLOOR SMCNA SHEET METAL t AIR CONDITIONING CONTRACTORS GA GAUGE, GAGE O/ OVER SUSP SUSPENDED NATIONAL GALV GALVANIZED OA OVERALL Sw SWITCH ASSOCIATION CAB CABINET GAR GARAGE OC ON CENTER SYMMETRICAL SC STEEL STRUCTURES PAINTING CiL $CA CALC CALCULATION GB GRAB BAR OCC OCCUPANTS, TiLE COUNCIL �OF RiCA , GC GENERAL CONTRACTOR OCCUPANT LOAD _ _ T _ _ UL UNDERWRITERS LA TORiES CB CATCH BASIN, CERAMIC BASE, GEN GENERAL OCCUPANCY T TREAD WiSHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT CORNER BEAD GFRC GLASS FIBER RE1NF0RCED OD WSDOH WASHINGTON STATE DEPARTMENT OF HEALTH OUTSIDE DIAMETER � TSB TOP AND BOTTOM WSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL CEM CEMENT CONCRETE PANEL OVERFLOW DRAIN TtG TEE AND GROOVE HEALTH SERVICES CG CORNER GUARD GFRG GLASS FIBER REINFORCED OF/Cl OWNER FURNISHED t TB TOWEL BAR WWPA WESTERN D PRODUCTS ASSOCIATION CH COAT HOOK PLASTER, CONTRACTOR INSTALLED TEL TELEPHONE CAULK(ING) GLASS FIBER REINFORCED OF/01 OWNER FURNISHED 4 TEMP TEMPORARY, CI CAST IRON GYPSUM OWNER INSTALLED TEMPERATURE CiP CAST iN PLACE GI GALVANIZED IRON OFD OVERFLOW DRAIN TER TERRAllO CJ CONTROL JOINT, GL GLASS OFF OFFICE THK THiCK(NESS) CONSTRUCTION JOINT GLB GLUE LAMINATED BEAM OGL 05SCURE GLASS TI TENANT IMPROVEMENT CL CENTERLINE GLULAI" I GLUE LAMINATED OHDR OVERHEAD DOOR TL TOTAL LOAD CLD CLOTHES DRYER GOUT GOVERNING, GOVERNMENT OPH OPPOSITE HAND TMPD TEMPERED CLG CEILING GR GROSS OPNG OPENING TO TOP OF CLKJ CAULKED JOINT GRLN GRADE LINE OPP OPPOSITE TOB TOP OF BEAM CLO CLOSET G W5 GYPSUM WALL BOARD ORD OVERFLOW ROOF DRAIN TOC TOP OF CURB, CLR CLEAR GYP GYPSUM OZ OUNCE TOP OF CONCRETE CMU CONCRETE MASONRY UNiT GYPBD GYM BOARD TOF TOP OF FOOTING, CO CLEAN OUT GYPPLAS GYPSUM PLASTER _ _ _ _ TOP OF FLOOR, C01_ COLUMN P PAINT(ED), TOP OF FRAME CONC CONCRETE - - - TO$ TOP OF SLAB, COIF CONFERENCE H HiGH, PANTRY TOP OF STEEL PC PORTLAND CEMENT TOW .TOP OF WALL CONN CONNECT(ION) HEIGHT FCC PRECAST CONCRETE COISTR CONSTRUCTION HB HOSE 515 ME) PEDESTAL TFV TOILET PAPER DISPENSER CONT CONTiNUE(OUS) WC HOLLOW CORE, PERP PERFORATED TPO THERMOPLASTIC FOLYOLEFiN CONTR CONTRACTOR HANDICAPPED PERM PERMANENT ROOFING MEMBRANE COORD COORDINATE HDR HEADER PERP PERPENDICULAR TPH TOILET PAPER HOLDER CORR CORRIDOR HOW HARDWARE PFF PREPARED FOR PAINT TV TELEVISION COV COVE HDUD HARDWOOD FiV POST INDICATOR VALVE TYP TYPICAL CP CEMENT PLASTER HGR HANGER PL PLATE, CPT CARPET HM HOLLOW METAL PROPERTY LINE U CRK CORK HNORL HANDRAIL PLAM PLASTIC LAMINATE UC UNDERCOUNITER, CRL CHAIR RAiL HORN HORiZONTAL PLAS PLASTER UNDERCUT CS CONCRETE SEALER HR HOURS (FIRE PLBG PLUMBING UGNO UNDERGROUND CSMT CASEMENT RESISTANT RATING) PLYWD PLYWOOD UNPIN UNFINISHED CT CERAMIC TiLE HT HEIGHT PMTL PAINTED METAL UNO UNLESS NOTED OTHERWISE CTR CENTER HVAC HEATING, VENTILATION, PNT POINT UP UTILITY POLE 4 AIR CONDITIONING i5- N UPC UNIFORM PLUMBING CODE HWT NOT WATER T FAAIR F'®LE UTIL UTILITY D DEEP, DRYER ®_ j _ _ PREFAB PREFABRICATE PRELIM PRELIMiNARYY - - V - - DBL DOUBLE i5C INTERNATiONAL FRKG PARKING V VOLT(AGE) DEMO DEMOLISH(T{ONI) BUILDING CODE PROP PROPERTY VCT VINYL COMPOSITION TiLE DEPT DEPARTMENT ID INSIDE DIAMETER, PSF POUNDS PER SQUARE FOOT VIEW VEHICLE DET DETAIL INSIDE DIMENSION PSi POUNDS PER SQUARE INCH VEND VENDING MACHINE OF DRINKING FOUNTAIN IFC iNTERNATIONAL FT PRESERVATIVE TREATED, VERT VERTICAL DiA DIAMETER FIRE CODE PRESSURE TREATED, VEST VESTIBULE DiM DIMENSION 11C IMPACT INSULATION CLASS POST TENSIONED VIP VERIFY IN FiELD DISP DISPOSAL - IN SiNK 1MC INTERNATIONAL PTO PAINTED/FAFER TOWEL VTO VENT TO OUTSIDE DL DEAD LOAD MECHANICAL CODE DISPENSER VTR VENT THROUGH ROOF ON DOWN IN iNCH(ES) PTDWR PAPER TOWEL DISPENSER VWC ViNYL. WALL COVERING DR DOOR, INC INCREASE t WASTE RECEPTACLE DiNING ROOM, iNCL iNCLUOE(DXING) PTN PARTITION _ _ (u _ .. DRAIN INFO INFORMATION PVC POLYVINYL CHLORIDE, W WEST, DS DOWNSPOUT INSTL iNSTALL(ATION) POLYVINYL CHLORIDE PiPE WIDE, DW DISHWASHER INSUL INSULATION PVD PROVIDE WASHING MACHINE DWG DRAWING INT INTERIOR PVG PAVING W/ WiTH OWR DRAWER PVR PAVERS W/D WASHER 4 DRYER W/O WITHOUT _ - - - JAN JANITOR (CLOSET) ( r _ WC WATER CLOSET, E EAST JBOX JUNCTION BOX QT QUARRY THE WALL COVERING (E) EXISTING JT JOINT QTY QUANTITY WO WOOD EA EACH WOW WINDOW EC EDGE OF CURB - _ K_ _ _ R _ _ UP WIDE FLANGE EE EACH END WH WATER HEATER KD KILN DRIES R RISER, E TER EP EACH FACE KIT KITCHEN RAGE, WIC WALK- IN CLOSET EJ EXPANSION JOINT KW KILOWATT RADIUS WM WIRE MOLD, EL ELEVATION R/S ROD 4 SHELF WATER METER, ELEC ELECTRICAL _ _ LL _ - RA RETURN AiR WIRE MESH ELEV ELEVATOR L LEFT, WP WO#JK POINT,-- RB RESILIENT BASE EMER EMERGENCY LINEN RCF RAISED TER FLOOR WATERPROOFING, ENCL ENCLOSE(DXURE) RCP DEFLECTED CEILING PLAN WEATHER PROOF EOF EDGE OF PAVEMENT Lam, RD ROOF DRAIN WPM WATERPROOF MEMBRANE EOS EDGE OF SLAB LABORATORY REBAR REINFORCING BAR � WATER REPELLENT, LAB EF ELECTRICAL PANELBOARD REG RECESSED WATER RESISTANT Ea EQUAL LAM LAMiN4TE(D) LAU LAUNDRY RECFT RECEPTACLE MWATER RESISTANT BARRIER EQUIP EQUIPMENT REF REFERENCE, WSEC WASHINGTON STATE ENERGY CODE ESCAL ESCALATOR LAV LAVATORY EST ESTiMATE(Dl LB(S) POUNDS) REFRIGERATOR WSViAQCWASHiNGTON STATE VENTILATION LOG LANDING REINF REiNFORCE(DX1NG) 4 INDOOR AiR QUALITY CODE EW EACH WAY LINO LINOLEUM READ REQUIRED WSCT WAINSCOT EWC ELECTRIC WATER COOLER LL LIVE LOAD RESIL RESILIENT WT WEIGHT EWH ELECTRIC WATER HEATER LOC LOCATION REST RESTROOM WWP WELDED WIRE FABRIC EXH EXHAUST LPT LOW POINT RET RETAINING EXIST EXISTING LR LIVING ROOM REV REVISED(ION), EXP EXPOSED, LRG LARGE RH ROBE HOOK EXPANSION LT LIGHT RM ROOM ® SYM MS • EXT EXTERIOR LTG LIGHTING RO ROUGH OPENING AND LVR LOUVER RF RADIUS POINT L ANGLE IRS ROUGH SAWN CENTERLINE PA FiRE ALARM _ e M _ _ RT RIGHT • DEGREE FAAF FIRE ALARM ANNUNCIATOR - MSS MIRROR SELF REVEAL 0 DIAMETER PANEL ' FOOT (FEET) FCIO FUi;4q{5HED BY CONTRACTOR MACH MACHINE INCH E INSTALLED BMAlNT MAINTENANCEY OWNER MAIL MATERIAL 5_ _ _SOUTH, NUMBER FD FLOOR DRAIN MAX MAXIMUM FOC FiRE DEPARTMENT S/R SINK ROD �° PERCENT CONNECTION MACHINE BOLT S� SANITARY SQUARE PDMPR FiRE DAMPER MBR MASTER BEDROOM SC SOLID CORE FDTN FOUNDATION MC MEDICINE CABINET Moo MEDIU i DENSITY OVERLAY SCO SEAT COVER DISPENSER FDV FiRE DEi'ARjj jF_j'jT YALYE MEC 4 MECHANIC(AL) SCHED SCHEDULE FE FiRE EXTINGUISHER MED MEDIUM SD SOAP DISH, FEC FIRE EXTINGUISHER CABINET MEDS MEDICINE, MEDICAL SOAP DISPENSER SITE PLAN PF FACTORY FINISH, MEMB� STORM DRAIN .SCALE: N T.S. FINISH FACE MEZZ MEZZANINE SEA- SEALER(ANT) FFEL FINISHED FLOOR ELEVATION MFR MANUFACTURER SECT SECTION PH FIRE HYDRANT /,,� A C! E2 Q C%/ 1 A lr 1 ^ A 1 40 Harriso -Medica Center Bre ertonCa pus Uroloqv Re Breme-g-on shinaton Wa- ■ c L ■ Al COVER SHEET A2 DEMO AND NEW FLOOR- AND DETAILS FINISH LEGEND/SCHEDULE DOOR SCHEDULE FLUM51NG FIXTURE SCHEDULE WHEATON WAY ' f SHERIDAN FIB SHERID;#N RD ..s _,CALLAHAN DR i , ..:.: .,. LIENS `~' �`••. �� ;�r. ..vl\ �` .. ,!J r ,, ,' ,/ !' # '`•,tip/. `�' 's, ` ••', i ii..tf -�` _ i FIELDLU ` ' E Lu I j,. " ... EAST .. ...,w.,.. p �J � gI�MPpg{-y�/ •..^^— J..._....• ,.,,,., ,.,._. ,.._: J-^^. r^---' r^....,•, i'---- ..-" ..�i �AJ� y `'•\ - , 3"72�?31 ,`f.....,..... 4, j ,•,�. 'ti 1 Pd, r 4 ..., ,._. NARROWS Yd✓ OLYMPIC� �.•s , ... , .,.. , ... COLLEGE _ » _-. ._ A ----- s PARK J J WARREN AVE 1. IT 15 THE INTENT OF • —* DOCUMENTS THAT ALL WOW COMPLY. •N STATE BUILDING CODE, WASWTINGGTONr ♦ I AND OTHER APPLICABLE AUTHORITY.CODES, RULES, AND REGULATIONS OF JURISDICTION$ HAVING 2. PRIOR TO COMMENCEMENT OF PORTION OF THE ♦ d THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES N• r AMONG OR BETWEEN114E C4NTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS,,, OR RULES OF JURISDICSTIONS HAVING AUTHORITY. 3. PRIOR TO COMMENCEMENT OF PORTION OF o CONTRACTOR w .— WITH THE CONTRACT D0011ENTS, OWNER -PROVIDED INFORMATION, AND SITE CONDITIONS, r * MEASUREMENTS NECESSARY4. THE CONTRACTOR SHALL SECURE AND I*AY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS o- PROPER EXECUTION AND COMPLETION OF WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. 5, THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT 16 REQUIRED BY ONE SHALLBE r AS IF REQUIREDBA b. ALL DMSIONS ARE TO FINISHED FACE OF PARTITION UNLESS NOTED OTHERWISE.♦ A ARCHITECT FOR CLARIFICATIONS. 1. R♦ NOT SCALEDRAWINGS. ' A CONTRACTOR SHALL USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ✓ ABBREVIATIONS: THROPLANS "' , ARE A 5:_ ,. WHICH ARE ♦ o ARCHITECT WILL DEFINE INTENT OF ANY IN QUESTION. S. REPETITION: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ♦.SECTIONS.REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. 10. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGHA w ; WALLS, AND ~pro VERIFYPOP, DUCTS, PIPES, CZNDUIT, CABINETS AND EQUIPMENT AND SHALL # LOCATIONS SUBCONTRACTORS. wwft%l ISYMBOL KEY DOOR tag OFFICE 105 ROOM NAME E NUMBER 014 KEYNOTETAP Ulpl FINISH TAG �J CPT VINYL FLOOR 61NI9H TRANSITION 1 5 REVISION CLOUD NORTH m Q.1 CEILING NEICsF{T 3 DETAIL INDICATE A63 lie INTERIOR ELEVATION �o 275 5th Street, Suite 100 Bremerton, WA 98337 (360) 377-8773 FAX 792-1385 info@rfmarch.com 4500 REGISTERED � ARCHITECT AE('r MILLER OF WASHINGTON �--}—� NORTH ARROW -' ii PERMIT INFORMATION � v REQUIRED PERMITS: V •� CITY OF BREMERTON COMMERCIAL TENANT IMPROVEMENT PERMIT FIB CITY OF BREMER'1ON DEPARTMENT O V BUILDING CODES,. 2PJ09 INTERNATIONAL BUILDING GODS 2009 INTERNATIONAL MECHANICAL CODE 20M INTERNATIONAL FIRE CODE 1009 UNIFORM PLUMBING CODE 2003 ICC/ANSC A111.1 ApA REQUIREMENTS E o � DESIGN/BUILD DEFERRED PERMIT SUBMIttALB: 0 E! rCTRIGAL M1FcH,ariicaL/PLunsiWG � � VI ■ ft. Q FNIME SPRINKLER SYSTEM I L I ■ _00"ft%ft, PROJECT DESCRIPTION w ■ L NORTH 3 CO (D (V /1� (2 INTERIOR TENANT IMPROVEMENT TO A PORTION OF •�• THE EXISTING, NON -LICENSED OUTPATIENT UROLOGY CLINIC E IN THE WESTSOUND BUILDING. MINOR ALTERATIONS, (u INCLUDING THE ADDITION OF A SINK, TO BE 0 LM MADE TO C4NVERT THE PHARMACY/LAB INTO ' 0 SOILED AND CLEAN WORKROOMS. NO I ALTERATIONS WILL BE MADE, TO THE EXTERIOR OF0 THE BUILDING. lei CONSTRLICTION TYPE: IA, NON-SPRINKLERED OCCUPANCY: B PROJECT TEAM AOft 21 IA ARCHITECT Validity of permit, The issuance or granting of a permit Mall not be construed t b a permit for, r an approval RICE MILLER f, any vi i tion of the provisions of the international 215 5th ST. SUITE100 Codes r an other ordinance t �� . ar c�� , �E f Bremerton, BR MERTOI, WA 9833'f Permit preSUmin to give authority to violate or cal f thei the #nta;nati al Codes an PHONE: (360) 311-8113 ordinances of the City of Bremerton shall not be valid, EMAIL: infoorfmarchcom {IBC 105 iR)5A CONTACT: MATT KING, PROJECT MANAGER mking*rfmarm (360) 362-1422 CHANGES MUST BE APPROVED PRIOR G NA LEE, INTERIOR DESIGNER TO PERFORMING gleegrfmar PROJECT # : 2011000.13 (360) 352-1428 PERMITSU CONTRACTOR ISSUED: DECEMBER 20, 2012 -Ii.1TCH-CON CONSTRUCTION, INC. REViSIONS: P.O. BOX 482 MANCHESTER, WA W353 . 9 PHONE: (360) 811-6186 EMAIL: HUTCHCONINCOMWCOM JAN .14 20 CONTACT: RON 14UTCWINSONf P^: PROJEtC'T 'INFORMATION COVER SHEET OU NER .. 'HARRISONMEDICAL CENTER/WARRISM HEALTH PARTNERS -, 2520 CHERRY AVE. BREMERTONI, WA W310 CONTACT: DAN MILLER, PROJECT MANAGER danielmillereharrisonmedicalorg (360)144-6WO g a 4 %4 PROJECT ADDRESS 25W CHERRY AVE, MITE 302 BREMERTON, WA W310 SHEET: Fdj ilk MI_W=IN 4 *0 �:_ miks TACK MATERIAL MANLFACTURER PRODUCT NOTES CcNTACT RES-1 RESILIENT - SHEET VINYL MANNINGTON BIOSPEC MD 15333 TOASTED SESAME HEAT WELDED SEAMS TO MATCH R05ERTA DILLAN 1206i 114-4443 P-1 PAINT -- - MATCH EXISTING ACT-1 ACOUSTIC CEILING TILE - - MATCH EXISTING PLAM-1 PLASTIC LAMINATE WILSONART 4823-60 ANTIQUE BRUSH NEW CABINETS SOL-I SOLID SURFACE LG HI -MACS VANILLA SUGAR I NEW COUNTERTOPIBACKSPLASH, EASED EDGE FINISH SGVEDULE ROOM FLOOR BASE WALLS CEILING NOTES CLEAN RES-1 6' COVE P-1 ACT-1 INTEGRAL BASE TO UNDERSIDE OF CABINET SOILED RES-1 6' COVE P-1 ACT-1 INTEGRAL BASE TO UNDERSIDE OF CABINET PATIENT BATH - - P-1 - PATCH AND REPAIR WHERE SHOWER WAS REMOVED CLOSET - - P-1 - PATCH AND REPAIR AS NECESSARY FOR PASS-THRU INSTALLATION PATIENT TOILET - - P-1 - PATCH AND REPAIR AS NECESSARY FOR 'ASS-THRU RELOCATION PROCEDURE/EXAM i - _ _ P-i PROCEDURE/EXAM 1 - P-1 - DOOR * ROOM Sl MATERIAL FINISH FRAME MAT FRAME FINISH HARDWARE NOTES A CLEAN x 64' WOOD MATCH EXIST STAIN WOOD MATCH EXIST STAIN NEW LEVER HANDLES, FINISH TO MATCH EXISITNG. B CLEAN 21' x 84' WOOD MATCH EXIST STAIN WOOD MATCH EXIST STAIN NO ACCESS, EQUIPMENT PASS-THRU ONLY C SOILED 36. x 84' WOOD MATCH EXIST STAIN WOOD MATCH EXIST STAIN GENERAL DOOR SCHSO4L9 NOTES: 1. DO NOT MATCH EXISTING 'TRANSOM' DETAIL TYPE MANUFACTURER PRODUCT NOTES CONTACT SINK LG HAUSYS 2316 SOLID SURFACE INTEGRAL SINK, COLOR: ` TBD FAUCET MATCH EXIST. IN PROCEDURE RM 21 GOOSENECK WITH LEVER HANDLES EYE WASH BY OAR 1st FLOOR REFLECTED CEILING PLAN -DEMOLITION scaF: u.• : v.o• NORTH ISINFECTION SYSTEM BY R, I 3,�6® L N6 REQUIRED _ 2' RAO IUS -- EXISTING C:ORNE/ R C 51NET / / ` NEW 24' DEEP / , COUNTERTOP SIDESPLASN 1 F FULL HEIGHT L I / A PLASH \ BY OWNER NEW SINK \ \ ,AND FAUCET \ \ LOCKER BY OWNER ` - ,SST SOUTH 2'-V 2'-61 6 COVE BASE FINISHED END PANEL 1 In, SCRIBE -LEAN 7 SCALE: 1/4' _ 1'-0' DEMO SINK AND FITTINGS DEMO SHOWER AND FITTINGS. UTILIZE EXISTING WATERLINE AND DRAIN FOR NEW SINK. DEMO CASEWORK NA SAVE ONE UPPER CABINET MR INTERIOR PATIENT ELEVATIONS BATH EXISTING FLOORING AND WALL BASE MATERIAL TO BE REMOVED IN THIS ROOM, PREP FOR NEW FLOORING DEMO CABINET 7 EDUR AND PARTITION 13AMISPLASH AND SIDESPLASH NEW SINK 2' IUS FAUCET CORNER WITH PLUMBED EYE WASH d1-01 lfVr FINISHED END PANEL 6' COVE BASE / I I A - NORTH 24' DEEP SCRIBE r4a`*��S 0 1 L E �D SCALE: 1/4' = Nt-0' FLOORINGNEW r 5ASE AT • ROOMS, PER FINISH LEGEND ANDCOW .., BACK EXIST FLO INCs TO EW _j PARTITION. A NEW PROCEDURE/EXAM 1 wtEc�aL cove xis�i� PROCEDUF NEW EXHAUST - P051TIYE Al I "-u E1/S EVS II 11 IIULj II 1st FLOOR -DEMOLITION PLAN 4 1st FLOOR NEW FLOOR PLAN SCALE: I/4' = I'-fD' Klu SCALE: 1/4' = I'-0' NORTH n rnr n /,r I I v,�v raw ceiurG AND uGur FIXTURE TER11NA7E EXISTING CEILING AT NEW WALL CEILING PLAN - GENERAL NOTES: I. SEE FLOOR PLAN FOR NEGATIVE AND POSITIVE PRESSURE LOCATIONS AND EXHAUST irFoRrtatioN. uRaLocv CLINIC ENTRY 1st FLOOR -REFLECTED CEILING PLAN NEW EXISTING KEY PLAN SCALE: I/4• _ r_0• � SCALE: i/8' = 1'-0' NORTH SACKSPLASH AND SIDESPLASN VRADIUS C 1RNER / APRON: PLAM-1 / 18' i CLR tF:\ COUNTERTOP \ @ SUPPORT BRACKET C SOUTH24' DEEP PATIENT SERVICE CENTER ENTRY CABINET/COUNTERTOPNEW WITH INTEGRAL DIRECT .. EYE WASH PTTTrI�",�J7%j NEW PARTITION TO 6' ABOVE CEILING ZoTift"=N RICE ARCHITECTURE Q��I" &PLANNING �,/I ///1,) MILLEV 275 Sth Street, Suite 100 Bremerton, WA 98337 (360)377-8773 FAX 792-1385 info@rfmarch.com t. Pro Des-441n D E 9 M 'U W E P.O. Box 699 DD Tracyton, Washington 98393-0699 SEP 0 8 2006 Phone & FAX (360) 377-1026 Armstrong Homes 2531 Perry Ave. Bremerton, WA 98310 Subject: Kitsap Physical Therapy TI Improvements Bremerton, WA ProDesign has reviewed the drawings prepared by your office for the Kitsap Physical Therapy TI Improvements which consists of interior trim, replace existing doors with new doors in the same locations, remove existing electric heaters, and some wall demolition. Based on a previous project in the same space the building is believed to be framed in regular bays with columns on a grid. Nearly all walls are non -bearing, however the indicated walls to be removed may contain columns as noted. These columns must remain in place. This review has found that the indicated work is per the 2003 IBC. In regards to the wall removal, it is recommended that we review the walls once opened up but before removal to ensure that the walls are in fact non -bearing. The plans are noted as reviewed as they were not prepared under our supervision. Please call if there are any questions. 'tU c. Yours truly, J. G. (Jay) Bartram, PE Structural Engineer k.: 00 OCT 0 5 2006 =14" 14 S111f k5an- 04,0041, 2x4 TOE' 2x4 STUDSg 2x4 E30TTOt*-.o STIN6 'FL. ',IST's 'M ISTINS FL. JST. 4 r% 0 VI�Jy� ND \40 W il t�►Q1"rd' V Wy L Wowc a I Uq .r 3 wU e im twAlRllii. N£u1 'rtt.E NtW ri y. 4�K+r �II 7S. T T NO iq, cfl B Armstrong Homes of Bremerton, 2531 Perry Avenue Vint, l2l is Raft or T,ty �. _, s�' atP�Dp�r,ASfhDOUld/� u� CM 91.1 it, Inc, ems. .� '�°S° iNp CIS) ��3� E1�C91R1C fill 1�1'RS 114 11 $oq cUl 5 Nwyh+ 4'2 M pS.T 79h a M FM w mom, sam I= AL Puy ANw%.-MfIw) Armstrong Homes of Bremerton, Inc 2531 Perry Avenue Bremerton, WA 98383 lob 612�1ub two, i r i LOT 7 3TAOI L iZED caAISMUCTAOM ENTIZAMC (sEE .DETAIL) CA TCH BASIN AtEXI S TING CA TCH BA SI N GRA TE PR TEC TION NOT TCl SCALE GENERAL NOTES 1. All workmanship and materials shall conform to the MOST CURRENT Standard Specifications for Road, Bridge and Municipal Construction prepared by WSD4T and APV.iTA. 2. Any revisions to the accepted construction plans shall be reviewed and approved by City of Bremerton (C.O.B.) prior to implementation in the field. 3. The contractor shall maintain a set of the accepted construction drawings on -site at all times while construction is in progress. 4. It shall be the responsibility of the contractor to obtain all necessary permits from the City of Brem6rton prior to commencing any work within City right-of-way. 5. The contractor shall be responsible for providing adequate traffic control at all times during construction alongside or within all public roadways.. Traffic flow on existing public roadways shall be maintained at all times, unless permission is obtained from the City of Bremerton for road closure and/or detours. 6. The locations of existin utilities on this plan is approximate only . The contractor shall contact the g P PP Y "Underground Locate" center at Ph: 1-800-424-5555, and nonsubscribing individual utility companies 48 hours in advance of the commencement of any construction activity. The contractor shall provide for protection of existing utilities from damage caused by the contractor's. operations. 7.. Rockeries or other retaining facilities exceeding .4 ft. in height require a separate permit from the City of Bremerton Building Department. NEWLY GRADED OR DISTURBED SIDE SLOPE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. WIRE FABRIC --•\ ip ;_I �` NATIVE BACKFILL --~ MATERIAL SECTION A -A NOTE: INSTALL THE SILT FENCE FIRST. AFTER THE SILT FENCE HAS BEEN INSTALLED, CONSTRUCT BERM AND TRENCH. FILTER FABRIC MATERIAL MIRAF) 100X OR WIRE RINGS Q TYPICAL (TYPICAL) EQUIVALENT - LARGE ROCK 2° OR GREATER IN DIAMETER 2"x4`x14 GAUG E WELDED WIRE FABRIC A RtC OR EQUAL V ., V V ,. V STEEL OR 2 x z WOoo ELEVATION SILT FENCE • . #' '# • • ®1 Ems �`• -a of Mf e • s 1 t >,. a .. • •to No . . $ f .:. ' • • • #a a .. -• . � - . .� .� • of hl SCI = _ i .to arrange for 1. e Cor.�traator shaI notify' .the City of Bremerton Public Works and Ut hues g ]nspecti,6fiWthe va.noi> s phases cif<,,, checked below specdons shall be completed prior to P roceocing •with .the next phase of :work. A.., Installation of the stabilized construction entrance. B. Implementation of the various phases of the Erosion and Sedimentation Control Plan. C. Inspection of site after grading is complete for ffnal stabilization. 2. The Contractor shall be responsible for all work performed and shall ensure that construction is acceptable to the City of Bremerton. 3. If inspection. is.not called for prior to completion of any item.of work so designated,- special destructive and/or no -destructive testing procedures may be required to ensure the acceptability of the work If such procedures are required; the Contractor shall be responsible for all costs associated tiv ith the testing and/or restoration of the work. MAINTENANCE 1. Erosion control c•' t d daily during . r 1 facilities shall be inspected and maintained after each storm even an y g prolonged rainfall. .2. 'Necessary repairs orfacilitiesreplacement of shall be accomplished promptly. Y• 3. Sediment deposits shall be removed after each storm -event -or when the level 'af deposition reaches approximately one-half the maximum potential depth. 4. Sediment deposits remaining in place after the ESC facilities are no longer required shall be dressed to conform to the existing grade, prepared and seeded. 5. Temporary Erosion'and Sedimentation Control facilities shall be maintained by: Emergency Phone Number The Owner' P� j s Representative .shall be: �� .emergency .rnone Number GENERAL EROSION AND SEDIMENTATION CONTROL NOTES The following erosion and sedimentation control notes apply to all construction site activities at all times, unless otherwise specified on these plans: 1. Approval of this erosion and sedimentation control plan does not -constitute an acceptance of the permanent road or drainage design. 2. The owner and his/her contractor shall be responsible at all times. for preventing siltladen runoff from discharging from the project site. Failure by the owner and/or contractor can result in a fine. The designated temporary contact person noted on this plan must be available for contact by telephone on a 24 hour basis throughout construction and until the project has been completed and accepted by the City. . 3. The implementation of these ESC plans and the construction, maintenance, replacement and upgrading of these facilities is the responsibility of the owner and/or contractor from the beginning of construction until all construction is completed and accepted by the City and the site is stabilized. 4. Prior to beginning any work on the project site, a .preconstruction conference must be held, and shall be attended by the general contractor, the project engineer, representatives from affected utilities, and a representative of the City. 5.. The erosion and sedimentation control facilities shown on this plan are to be considered adequate basic requirements for the anticipated site conditions. During construction, deviations from this plan may be necessary in order to maintain water quality. Minor departures from this flan are permitted subject to the approval of the city inspector. However, except for emergency situations, all other deviations from_this plan must be designed by the project engineer and approver/ by the City prior to installation. , 6. All erosion and sedimentation control measures shall be inspected by the owner and/or contractor on a .frequent basis and immediately after each rainfall, and maintained as necessary to insure their continued functioning. All sediment must be removed from silt fences, straw bales, sediment ponds, etc. prior to the sediment reaching % its maximum potential depth, 7. At no time shall concrete, concrete by-products, vehicle fluids, paint, chemicals, or other polluting matter be permitted to discharge to the temporary or permanent drainage system, or to discharge from the project site. MINIMUM EROSION AND SEDIMENTATION CONTROL REQUIREMENTS L' tabili> tion and sediment tra in . All exposed and unworked soils, including spit stockpiles, shall be stabilized by suitable application of BMPs which protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include, but are not limited to vegetative establishment, mulching, plastic covering, and the early application of gravel base cll'aregL to be paved. From October 1 to April 30, no soils shall remain unstabilized for rniore *M1 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days.', At all times of the year, the contractor shall have sufficient materials, equipment: and labor on -site to stabilize and prevent erosion from all denuded areas within 12-hours as site and weather conditions dictate. 2. Protection of adjacent properties. Adjacent properties sliall be protected from sediment deposition by appropriate -use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these measures and other appropriate BMPs. 3. Timid+ . an bilization of sediment trappink measures. Sediment ponds and traps, perimeter dikes, sediment barriers and other BMPs intended to trap sediment on -site shall be constructed.as a first step in grading, These BMPs shall be functional before land disturbing adiv'i6es take place. Earthen structures such as dams, dikes, and diversions shall be stabilized �accoz-ding to the timing indicated in- item (1) above. 4. Slope Stabilization. Cut and fill slopes shall be constructed in a manner that will`muimize erosion: Roughened sail surfaces are preferred to smooth surfaces. Interceptors should be constructed at the top of long, steep slopes which have significant areas above that contribute runo.tife Concentrated runoff should not be allowed to flow down the face of a cut or fill slope unless contained within an adequate channel or pipe slope drain. Wherever a slope face crc7sses:a water seepage plane, adequate drainage or other protection should be'provided. In addition; slopes should be stabilized in accordance with item (1) above. 5. Controllin .off --site erosion. Properties and waterways downstream from deveioprric site shall be protected from erosion due to increases in the volume, velocity, and peak flow' rate of stormwater runoff from the development site by the implementation of appropriate BMPs to" nin,fluze`adverse downstream impacts. 6. Stabilize 6n � teal ora cone once channels and outlets. All temporary on site conveyance channels shall be designed, constructed and stabilized to prevent erosion froze -.the expected £low velocity from a 2 year frequency, 2441our duration storm for'the posC developmez t cDn'di tan; Stabilization adequate to prevent erosion of outlets, adjacent streambank6; slapes`'and downstream reaches shall be provided at the outlets of all conveyance systems. 7. Storm drain inlet protection. All storm drain in-Iets made operable during construction shall be protected so that stormwater runoff shall not enter the conveyance system without -first being. filtered or otherwise treated to remove sediment. 8. Underground utility construction. The construction of underground utility lines. shall be limited, where feasible, to no more than 500 feet of open trench at any one time. 'Where consistent with safetyand ace considerations excavated material shall'be laced oil the u hill side of trench. P p p Dewatering devices shall discharge to an appropriate sediment trap or pond; preceded by adequate energy dissipation, prior to runoff leaving the site. 9° Constructed accessrou es. Wherever construction vehicle access routes intersect paved roads, provisions must be made to minimize the transport of sediment (mud)_onto thepaved road by use of appropriate BMPs such as a Stabilized Construction Entrance. If sediment istransported onto a road surface, the roads shall be cleaned thoroughly, as a minimum, at tine: end of each day. Sediment shall be removed from roads by shoveling or sweeping and be trarisporteci to a controlled . sediment disposal area. Street washing shall be allowed only after sediment is removed in this P g Y rhanner. 10. Removal of temporary BMPs..All temporary erosion and sediment control BMPs shall be removed .. temporary BMPs are no within 30 days after final site stabilization Is achieved or after the mpo ry B longer needed. Trapped sediment shall be removed or stabilized on -site. Disturbed soil areas resulting from removal of temporary BMPs shall be permanently stabilized. The removal of temporary erosion and sediment control BMPs may not be required for those projects, such as F.J gle family plats, thatwill be followed .by additional construction under a different permit.. In t,.�se circumstances, the need for removing or retaining the measures will be evaluated on,.' site -specific basis. 11. Dewatering construction sites. Dewatering devices shall discharge into an appropriate sediment trap or pond, designed to accept such a discharge, preceded by adequate energy dissipation, prior to runoff leaving.the site. 12. Control of pollutants other than sediment on construction sites. All pollutafits otherthan sediment that occur on -site during construction shall be handled and legally disposed of in a manner that does not cause contamination of storm or surface waters. Pollutants 'of concern include, but are not. limited to, fuels, -lubricants, solvents, concrete bi-products and construction materials. .. 13. Maintenance. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. The Applicant shall be responsible for assuring that any such facilities damaged during floods, storms brother adverse weather conditions are immediately returned to normal operating conclztiori. V1C1 NITY MAP SW/a, SW Ya, 5EC.12,T24N,iZIE,W.M. DESCRtPT[DNS= Q3HEZIDAN PARK 3 2D ADDN dLK ODl LOT 9 2)S!-IERiDAN PARIC 3 ao ADDN 6LK SDI LET ID l 113-24-Dfv REIBED PER, C1T1 010MMEKITa F"i ND, DA T E DESSRI P TIDN B Y f2E VISIDNS PROJECT SIZE LENGTH OF QUARRY SPALLS ATB 714A E 30 RFW < 1 ACRE 50 R/W < 3 ACRE 160 RM > 3 ACR t) x x x------- x x x GEOTEXTILE FABRIC -- UNDER QUARRY SPALLS PLAN 6" R/W 0 0 a -_x. ROAD TI`O K LEGEND 4" TO 8" QUARRY SPALLS AS SPECIFIED IN SECTION 9-13.6 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. {2 THE MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO ENSURE MATERIAL IS NOT CONSTRUCTION WILL BE ALLOWED TRACKED INTO THE PUBLIC RIGHT-OF-WAY. ALTERNATE CTION ENTRANCES C N U WITH APPROVAL OF THE CITY ENGINEER ON A CASE BY CASE BASIS, WHERE PHYSICAL SITE CONDITIONS AND SIZE DICTATE ATB DRIVEWAY RAMP, OR SITE ACCESS ROAD 20- WIDE MIN:. SEE TABLE ABOVE FOR REQUIREQ LENGTH, V INSTALL ORANGE BARRIER FENCE TO DIRECT TRAFFIC ONTO CONSTRUCTION ENTRANCE NOTES: SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WINCH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CL i®UT• OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC REMOVED IMMEDIATELY. RIGHT-OF-WAY MUST BEREMr� WHEELS SHALL BE CLEANED.TO REMOVE SEDIMENT PRIOR TO ENTRANCE UNTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS USED, IT SHALT. BE BONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. !i1 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED M CONSTRUCTION -ENTRANCE2101 r OEC 2 2 114 :1 1 :4 ""a SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., KITSAP COUNTY )R CONTACT HAYS ARCHITECTS KEN HAYES P.Q. BOX 322 360-683-5877 SEQUIM, WA 98382 P.O. Box 120 a II30B Char Creek Road N.W. Silverdale, Washington B8363 Silverdale 682 -5525 • Seattle 120(o) 682 -5514 Fax (360) 688-0546 _ 1111I` Q� �r �i�ifr .•I\CU uti 1 t 3ka/ALC Jum, Plu. JMr-r- 1 M WE 1 /11 /06 1 1, 1 "= 20' 6126 1 OF 5 Top::= 103 0 E - 9 —1F,9804 P. LOT 8 '04 TOF ,EX IS T LTEWEK ESM'T. PROVIDED BY THE / o CITY OF BREMERTON 10' N) / N tv 441 ljo 120 110 00TO 90 DATUM ELEV '(T'Ypir-AL) 5 ,6'�)v 0000�1 r�g >� �A HIGH POINT ELEV = 114.35 HIGH POINT STA = 2+29.55 PV1 STA = 2+29.55 PV( ELEV = 115.55 A.D. = —24. 00 K = 1.67 40. 00' VC �0 LO -1120 PV( STA = 3+25 PV( ELEV = 104-09 PV( STA J+ 77.81 A.D. 10. 00 K = 4.00 PV1 ELEV = 103.03 A.D. = 10.00 40. 00' VC. -------- K 00 c� cy 30.00' VC Q) Ln 0� r. cri r} �j (,—,) `fiC) Q) LLJ Q 0 C' lz� Q� 0) Q) Q) N Q) Q) Q) Q) Q) c0 N N n co Q) Q) �6 Q) Q) N 0i r-C)i QS (3) V-- 1+00 2+00 1 HORIZONTAL SCALE: 1 11 =20 VERTICAL SCALE: I"=10' GRADING NO 1 The contractor shall notify the engineer in the event or discovery of poor soils, groundwater or discrepancies in the existing conditions as noted on the plans. 2. Maximum slope steepness shall be 1 V2:1 Horizontal:Vertical for cut and fill slopes as specified in the geotechnical report. 3. Unless otherwise specified in the geotechincal report, all embankments in the Plan Set shall be constructed in accordance with Section 2-03.3(14)B of the WSDOT Standard Specifications. Embankment compactions shall conform to Section 2-03.3(14)C, Method B of said Standard Specifications. 14. Emban ' km % ents designed to impound water shall be compacted to 95maximum density per section 2-03.3 (14)C, Method C of WSDOT Standard Specifications.. 5. All areas rerceiving fill material shall be prepared as specified in the geotechnical report. CURB TRANSITION DETAIL ISOMETRIC VIEW ('1) EQUALS WIDTH OF DRIVE APPROACH AT PROPERTY LINE. RESIDENTIAL= 10-20. COMMERCIAL=25-36. 1/2" WIDE FULL DEPTH EXPANSION JOINT. FULL DEPTH EXPANSION JOINT IF IS 10'OR GREATER. DRIVE APPROACH TO BE SURFACED WITH ASPHALT OR CONCRETE. DRIVE APPROACH WIDTH AREA. SEE PLANS FOR EXACT DIMENSIONS I NOTES 1 DRIVE APPROACH CEMENT CONCRETE SHALL BE A MIN OF 6"THiCK AND IS TO BE PLACED ON A MINIMUM OF 4* CRUSHED SURFACING TOP COURSE COMPACTED TO 95% MAXIMUM DENSITY. DRIVE APPROACH SHALL ALL BE CLASS 3000 CEMENT CONCRETE. WITH AIR ENTRAINMENT (MIN. 4%, MAX. 8%). 3. DRIVE APPROACH AND ALLEY CROSSINGS SHALL BE BRUSHED LONGITUDINALLY. 4. DRIVE APPROACH JOINTS SHALL BE EDGED WITH A 114" INCH RADIUS EDGER. DRIVE APPROACH EDGES SHALL BE TOOLED WITH A 112" INCH RADIUS EDGER. 5. THE FINISHED DRIVE APPROACH SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVgRED BY WATERPROOF PAPER OR .PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER, CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. CEMENT CONCRETE DRIVE APPROACH TYPE A B PRE ME"'ID, "r rL 0 1"N" AMBULANCE GRAD1"1.NyG.1r"hLAN & FILE SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., KITSAP COUNTY FOR CONTACT HAYS ARCHITECTS KEN HAYES P.O. BOX 322 360-683— 8 SEQUIM, WA 98382 P.O. 5ox 120. 1139* char Creek Road N11). -Silverdale, Washington 98383 Silverdale 692-5525 *Seattle (206) 682-5514 LL 4Ai Pax (360) 698-0546 r-T 10 10-ZA-5(o FE\115ED FEZ. CIT%f COMMENTS TW/ 11 FA —EXPIRES 09/12/ ND, DA TE DESCRIPTIDN BY CALCULAT ED D IDESIGN 1DRAWN Qr71/T�\Tr7N/� I T('N-IAI T(*-IIA/ R U FENGINIEEMING 0 SURVEY md:N PLANNING Ki. 15SUED . 10-z4- ®to EKED JDATE SCALE IJOB NO. I SHEET k A, IM7 1 I$— e)r)j r, 1 r) r, " 17 n r- r--, I BLOCK I - X PLAT OF SHERIDAN PARK 88 L.F."6" PVC @ S=12.407o- THIRD ADDITION 22.5• BEND MJ (1) 4 .4. LOT I I . 1:. - BEND WITHRUST BLOCKING 73 mi (1) 6 45 WITHRUST BLOCKING EX. CONC. C.B.#i 72" T-2 WISOLID. LOCKING LID r (TO BE REMOVED) STA 1+49.6, 5.3L t. 37 L. F. - 12 " STM @ S= 17o RIM= 106.06 LOT 6 1.E.(SoE)=9Z89 (1) POST INDICATOR VALVE- I.E(W)=98.46 z 0 4 150 (1) FIRE DEPT. CONNECRON- SSCO 566 TOP= 108. 00' O E. 100. 91 BUILDING EXTENDED FOOTING UPPER FLOOR EL.=119.22 0 90 0000 LOWER FLOOR EL.=108.00 C.B.#4, 72" T-2 WISOLID LOCKING LID 220 L. F. 4 Ul STA 1+5Z4.. ZJ L. 6 DIA. D.I.P. FIRE SPRINKLER RIM=10.704 0 RISERS 7 E.(W*S)=9Z89 �tT`(FICAL ALL WAr F_ x), 1) 6" 11.25* BEND (l) 6,a 9 0 BEND Md 5\ CONNECT TO EX. 6"' DIA. C.L • WITHRUST BLOCKING STAINLESS STEEL TAPPING SLEEVE (1) 6" DIA. (1) 6" 2 .5- END MJ CONNECT TO I I (1) 6'" GATE VALVE FE x A&I EX. WATER WITHRUST BLOCKING SERVICE NOTE: WATER MAIN LOCATION _T C. B. 1f2, T 1 WIS TD. GRATE PER C.O.B. SYSTEM MAP. 4 .4. STA 1+12.6 CONTRACTOR TO VERIFY LOCATION. 0 Rll 10 1. 51 �CDNNECTiDN rD OR MADE 9Y CITY FDRL7,i • I. E. =98 8J SA 1VOU r t REM ACC, ill Ll I T Y JTA AIDAiii REPLACE 38 FEET OF SIDEWALK 0\4 90* BEND LOT 7 FRONTAGE WITH CURB -CUT. �NUST BLOCKING 1 4 22.5' BE, j MAX 35' THROAT WIDTH ;Nt(TM1' Qn PER C. O. B. STANDARDS Qn o- 0 THRUST BLOCKING .A Xe SERVICE TO BE--.,\ •ABANDONED X-33 L. F. 12 S-7V S=0.5 470 CD C> REINFO CED CO/i WALL ESIGN BY OTHERS) ------------- Zl�, CONNECT 6 " SIDE SEWER .TO EX . 12 CLAY TILE APPREXISTXI.E.=9Ar..00' W/'S GRATE As eDIVAIE0 T& IA16 L (9 A4H �.', STA \3+90.4 14 RIM 01.51 L E. =9.6 A /k ROC Y GN BY 0 THERS) 0 �,�00 LOT �.- LOT 8 180 L.F.,-4" DIA. CMP-i PIPE 119ZJ9 A_ S=070 V-3 A?- Z-TAIST. UTILITY ESM'T PROVIDED BY THE Z CITY OF BREMERTON x1o, 7 2 CALL DAYS BEFORE YOU DIG law , - -- r5, / I QN1 (7 / NS �p�Q / C. B. 171 T- 1 ',VSOUD LID 1M=92.00 KNOWN UTILITY LINES ARE SHOWN IN I. E. =88. 00 APPROXIMATE LOCATIONS ONLY. ALL C.13. * ID - TYPE I ,EXACT LOCATIONS TO BE DETERMINED BY THE *CONTRACTOR . FOR ACCURATE wl STD. SkA 7-E UNDERGROUND LOCATIONS CALL FOR )l = 19b, 26 LOCATES PRIOR TO STARTING 0 I. E. o /,0 3. ?D CONSTRUCTION . 11 L F - 1Z "'3TM Co- S 1. 6 C0MTFACTDR 314ALL BE ?1E5*FDN5115LE lo FOR FIELD- VF_F_I FI CAT IDN OF LOO-ATE45 5F ALL OTILIT125 PRIDIZ 'TO ID'STOR14DRAJAIACE FASEMEN T aDMMEKJCP_MEKJT OF CONST7,UCT'lom. PER A. F N: /� 27 L.^2" F4STM 0 S=40.747o C.B.J8, 48 T_ WISOLID ID r� // RIM=83 00 LE.=77.00 COF / f 4.5 f,.4ETAL /� POST 7 7 L. F.,-- 12 STM @ S= 1. 32% <1 1D'ST6RMDRAIA1A6E EASEMEYT '% A // l PER A. F N. ��` `Sipes 1 4.5 METAL POST EX. CB TYPE 1 TR RIM= 76.35' I.E. OUT SW= 75.22 A EX. CB TYPE I GRAPHIC SCALE Rill 77.02' -ilk LE. OUT SE= 75.98' RE,?LA 0E TYPE Z OZ. 20 0 10 20 40 w1 IN FEET A I inch = 20 ft. AVM* WRWY BY 07NM EX. CB TYPE I RIl 76.85' I. E. IN NE= 75.24 L E. IN NW= 75. 00' I. E. OUT SW= 74.81 h-womW1,5, T- 1 WISTD. GRATE STA 2+ 75.7 RIM= 110. 00 I.E.=10Z50 18 L.F.iiii-12" STM @ S=9.617* C.B.#6, 54 T-2 kY/SOLID LOCKING LID STA 2+89.8.. 23.5Lt. RIll 108.78 i.E.6N)=9Z89 54" CONTROL MH WISOLID LOCKING LID STA 2+978, 22.6-' Lt. RIM= 10 Z 81 I. E. = 9 7.89 11 L. F. - 12 " STM @ S=O. 57* STORMWATER MANAGAVENT STORMFILTER 72" T-2 WISOLID LOCKING LID STA 3+09.2,. 22.6' Lt. Rill 106.46 I.E.(IN)=9Z84 I.E. (OUT)=95. 64 FIXE SUPPRESSION SYSTEA4 T6 M DE51f_,NED BY eERrIFIED FIRE SPRIAIKLER DEJ1,6NER - L / AIE SIZES jmowf "AY m sugjEcr TO e HA Alev E.S. 36" ACCESS RISER #1 WICONC. APRON (SEE DETAIL) RIM= 109. J 1 e 36'0 ACCESS RISER #2 WICONC APRON (SEE DETA RIM= 108.64 4-40.4(2)A All work and materials shall conform to City Standards and/or Standard Specifications for Road, Bridge and Municipal Construction as applicable. 4-40.4(2)B No p6rt of the drainage. system shall be. covered, concealed or put into use until it has been tested and testing observed by City inspector. 4-40.4(2)C Approximate -locations of existing utilities. have 'been obtained from available records and. are shown f6r convenience. The contractor shall. be responsible for verification of locations and to avoid damage to any, additional ufflities not shown. If conflicts with existing utilities arise during construction, the contractor shall notify the City Engineer and any changes. required shall be approved by the City Engineer prior -to commencement of the offected- construction 4-40.4(2)D All storm drain' work must be staked for line and grade prior to starting construction. 80 ■ MIN. MIN. li IN, 1-M i* IN. MIN. EXISTING J 4!* MIN. CLAS-s ACP CLAS-_z 'C-* 6" CRUSHED SURFAC!NG BASE COURSE SEE S70 PLAN 8-710 AND STANDARD SPECIF:CATIONS SECT10N VIQY ill GREATER THAN 4!*) A IN CENT OR t CL Si Al 2.5' MIN.- IST.*NG MINIMUM, MUST ,C;4 EXISTING I SEC71ON VIQY (AC.P. LESS THAN 00,8520fif �s®s++'i+��'Pm.®,++o 10 N10, 1 R IRA .I'#�i+s+.f Oat, l.<►e/ L I N E k-NE LINE �++see+' ♦ e de+e e./ TO AL W/ 400OW -.-ACT* OF CURB OR -DGE OF PAVEMENT z uLriri vr GRIND OR SAWCUT AND REMOVE PLAN VI TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE FL X MJ COUPLING ADAPTER %BOTH ENDS) SEE SEC .5000 (WATER) BLOCK NG R.D.W. PERMIT AND UTILITY PilL41r A7E-iPLJh?ED ,PR/O/? TO 13SLIAAll OF BLDG. PERM/T. TAPP VALVE (FL J)SEE E6 WTAU0 NOTES: 1.8 MIL PLASTIC OR CONSTRUCTIO GATE VALVE FABRIC SHALL BE WRAPPED AROUND (FL x MJ) PIPE AND FITTINGS BEFORE THRUST BLOCKS ARE POURED. 2. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTA TION. 3. LESS STEEL TAPPING T S SHALL HA ULL CIRCLE SEAL. 4. NO CONN I NS WIT THIS AREA 5. LIVE TAPS TO B ORMED BY CITY OPERATIONS STA LY. 6. INSTALL TWO P E CAS N VALVE OX, L RTO I B MAUNFACT ING TYPE 940&C IRON LID OSSED WITH "SEWER' City of Bremerton PUBLIC WORKS IGN/CONSTRUCTION STANDARDS Alteration DELETE GATE VALVE FL x MJ (SEE NOTE 6) FLANGED D.I. STAINLESS ST TAPPING SLEEVE APPROVED EQUAL MAY BE ALLOWED TTYP -SEE NOTE 4 -IN- L- UNDfWURBED EARTH CONCRETE SUPPORT BLOCKS I lio 120 k d, �° q 110 di F�-100- 33 L. F -, 17 0.! 90 DATUM ELEV 85.00 0 O unt-ol HIGH POINT ELEV = 114.35 HIGH POINT STA — 2+29.55 PV1 STA = 2+29.55 PV1 ELEV = 115.55 A.D. = —24. 00 K = 1.67 40. 00' VC QQ 'N c-, 19 -k -� - 00 Lo (5 Lo 00 tj + Q� r<,q t°��Q ice. N Lq fir- liQ+ . . . . . . . . . . . . W (6 i� Ui ck A- Q uwj Llj 18 L. F.,- 12 SP 4. 0 S=37. Ott' SADDLE 1AJ 70 .0 A 9 9EL- STM z 4' DIA. DETENTION BARRELS 4' DIA. DETENTION BARRELS-: 142L.Fiv 37 L.F.rvl2" STA4 @ S.=lz IZ## 8rA4 11 L.F.^--12".STA4 C S=0.57* Q; 0) Q) 0) 1+00 2+00 HORIZONTAL SCALE: 1 "::=20' VERTICAL SCALE: 1 10 1-4 PJ LM ev tt to ----------- 100 —0 50.5 L.F 4# V-kAPe 5=.'0.07,o a F-L.z 913`P 90 ME TWW J+00 we, WA Wl- M UN wa I Lkl mom] Nw, — a ASSUME13 FOR.. PAVEMENT RESTORATION SEE GENERAL. NOTE5 CITY STANDARD "STREET" DETAILS NOTES: NOTE: BALLAST *- -�- -° •-• •-•• -- •- - ®- •-- •- -- -- -^- -- 6.0. SELLECT 1, CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH • -- �'� /"� (SET~ NOTE 8) 1) 5TORMFiLTER BY 5TORMWATER360 (5360), PORTLAND, OREGON 800-548-4667. BACKFILL 1) CONCRETE PIPE SHALL ASTM C47B (AASHTO M 189) & C890 UNLESS OTHERWISE SHOWN 72"O 4 p', �4 / 2) FILTER CARTRIDGES) TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF BE BEDDED TO SPRING ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. • 4• •. ° '. • ° CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TA13LF BELOW. tPE 3) PRECAST MANHOLF STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DE51GN INTENT ] ] LINE. : d •. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 2) PiPE SHALL BE BEDDED °': ' •; ' ONLY. ACTUAL DIMENSIONS AND CONFIGURATION Of STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. AND INSTALLED PER WSDOT FRAMEnfaDTATDARD FABRIC HAVING A MIN. AREA OF 0.12 SGIUARE INCHES PER FOOT PIPE AM+LIOABLEsrA►q�AR011ETA,L MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM s a, ® 4) STRUCTURE AND ACCE55 COVERS TO MEET AA5HTO H-20 LOAD RATING. ZONE STANDARDECN7-08. SPECIFICATIONS 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP IS AVAILABLE, CONTACT 5360. MINIMUM ] { mA497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN «• : ; SECTION 7-08. KNOCKOUTS. ANGLE BETWEEN INLET AND OUTLET I5 45°. .. ..,.. a..., .e,• .....,.� .... .,m. .... *a.. e,.,. ,..,. .�:..., ,.....� 0.15 X C}D ' ' 11/4" MINUS .,• . oa• ) 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE INLET PIPING TO BE 5PECIPiED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLF 5TORMFILTER EQUIPPED 6 I 1 If PED 6A" a' a• GLASS 4000: ' a : ®• A WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED TRENCH WIDTH • ' • ; FROM OUTLET STUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM SLOPE AT ANGLE 4. PRECAST BABES SHALL BE FURNISHED WITH CUTOUTS OR OF REPOSE " � KNOCKOUTS. KNOCKOUTS SHALL HAVE AwALLTHtCICNESs OF 2" � �` . `' •' • ° ' � PIPING TO BE MADE USING"A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNCO OR EQUAL AND 30 MAX FOR PIPE UP TO AND PROVIDED BY CONTRACTOR. CONCRETE.& DUCTILE PIPE INCLUDING 12" OD. FOR PIPE \`f MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED .. . 6 SELECT OR NATIVE TRENCH KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF ° ° 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS, IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT 53GO FOR LARGER THAN 12" TRENCH INLET PIPE ° •� II MAX BACKFILL, COMPACT TO 95q 8 1 2 Q3 HDPE OUTLET WIDTH SHALL BE No WIDER , ��RNaGP - WALL is i.EFT-INTACT. OTHER OPTIONS. OF MAX. DENSITY IN RIGHT (SEE NOTES 5 6) ° STUB (SEE NOTE5 5 6) 6' MIN. OR OF WAY. (SEE NOTES 2 & 3) THAN 16" + O.D OF PIPE. 8•RISER SECTION 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER • t ° $ 'Q 8) ANTI -FLOTATION BALLAST TO BF SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 1F REQUIRED. BALLAST TO BE SE1 TO TOP OF DIAM. PLUS CATCH BASIN WALL THICKNESS. :.. AROUND THE PERIMETER Of THE STRUCTURE. TRENCH f•� " PIPE BEDDING " °. °•a•°,'„ ; D) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE WHICHEVER ,--PIPE IS LESS SEWER MAIN WHEN PIPE BEDDING IS 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. A• INFORMATION. REQUIRED. BEDDING IS 5 a• DiAM. OF 20", KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. ``�.„ ,,�• ""� "- WSDOT'9-03.17. �o ' • •• d PR,ECAST MANHOL.If PIPE 2* 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE .° • ° „ 30 O FRAME ._..... _ ..., s INVERT 15 4'-0". e .,� �" ' ~ ° 5TO RM f ILTER DATA j 5/8" MWUS ZONE COMPACTION IN PIPE ZONE . � � � �°®•'�``• "° AND COVER (STD) ] SEE: CITY STANDARD SEWER � SMALL BE 90% OF MAXIMUM ] c 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION , - a •.•+ ';•:.'�"° '`3 PIPE ZONE DETAILS DENSITY. LOQ$E LAYERS OF fi" IT' o. , „•• •t® .4 STRUCTURE ID XXX AND RISER SECTION SHALL NOT EXCEED 112'IFt'. MANHOLE STORMFILTER - PLAN VIEW 1 WATER QUALITY FLOW RATE (c#5) X.XX ] ] OR LESS SHALL BE CAREFULLY I COMPACTED. BACKFILL SHALL 9. CATCH BASIN FRAME ANO GRATE SHALL BE IN ACCORDANCE PEAK FLOW RATE (< 1.5 cfe,) X.XX ] ] 6.0" + BE BROUGHT UP a «a1tARNDDPs WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE �.•� °\'O RETURN PERIOD O PEAK FLC+V�/ ( r5) XXX ° 4: i SIMULTANEOUSLY ON EACH FINISHED TO ASSURE NON -ROCKING FIT WiTH ANY COVER • • ` °' _ p o••• •;�°. • • # OF CARTRIDGES REQUIRED, XX I ]( . °( }: »,:�..•.;••...M ; .. CARTRIDGE FLOW RATE 0 5 or 7.5 m) XX I SIDE OF PIPE TO TOP OF PIPE POSITION. �, ! _j PVC PIPE ZONE, t7 RISER SECTION 10. FRAME AND GRATE MAY BE INSTALLED WITH FIANCE DOWN '• °°..» • w .'. ;,.«' `°� MEDIA TYPE (C5F. PERUTE, ZPG) XXXXX 11 OR CAST INTO RISER. 4- =•°' ,.� ar • ° i' RIM 1LEVATION XXX.XX' SEE NOTE 1 I 30" O FRAME AND .•° `�'' '° . • ''e' m •r.:: ' °' '� t PIPE DATA: i E ORIENTATION MATERIAL DIAMETER 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM ®. . ° • • °°.a> . •, 6.0" ,-PIPE '�•a� ,MN a2 VERTICAL EDGE OF CATCH BASIN WALL. \,.'' ; : f ° - COVER (STD) " .+ .. • `°° • `. •"•' �'" •� + • i N LET PIPE # 1 XXX.XX` XX° XXX XX° CONCRETE • • ,'s - • • :�'�' zb (SEE NOTE 4) ° : ° '� : • yr •.,� ; INLET PiPE #2 XXX XX' XX° XXX XX'I STORM TRENCH DETAIL .4" 12. NON CONCRETE PiPES SHALL BE INSTALLED WITH A GRADE RING +„.• . N.T.S. - 2000 PSI PIPE/`� SANi3COLLAR. • OUTLET STUB XXX.XX 00 XXX 81111211 CONCRETE ZONE • $ ° • ECCENTRIC REDUCER YESCNO SiZE STEP (1YP) (BY CONTRACTOR) XXX XX" x XX'I NOTES: - nBAR EACH CD�R MANHOLE T I MFiI..T - TOP VIEW ' ANTI -FLOTATION BALLAST WIDTH HEIGHT 1. MAXIMUM WiDTH OF TRENCH AT TOP OF PIPE INLET PiPE HDPE OUTLET 2 XX" XXII RISER WITH SAND COLLAR NOTES/5PEOAL REQUiREMENT5: PIPE ORIENTATION KEY: •30 INCHES FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. � « �� (SEE NOTES 5 � 6) SCUM BAFFLE OUTLET *O.D. PLUS 16 INCHES FOR PiPE LARGER THAN 12' NOMINAL DIAMETER. 1" MEN R15ER 1 2 O OUTLET STUB 90° 2. IN PAVED AREAS USE CRUSHED ROCK BACKFILL UNLESS DIRRECTED OTHERWISE CONCRETE ENCASEMENT 4a MOLDED -IN CUT LINE QS BAR 6AGi WAY 4'-G" MIN 8"Q� OUTLET' STUB BY THE ENGINEER OR A5 SHOWN 4N THE PLANS. (SEE NOTE %) I �0° ,_ � _Oo , *FULL DEPTH OF TRENCH WHERE SEWER MAIN CROSSES PERPENDICULAR TO THE TRAVELED LANE OR DRIVEWAY, +, t �� 2700 *TOP FOUR FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, STORM PIPE ZONE DETAILS TOP � ` UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE BALLASTa SUITABLE FOR BACKFILL. NTS (SEE NOTE 8)- 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS C.D.B. STD. DETAIL. 40Si OR AS REQUIRED BY THE SPECIFICATIONS. CATCH BASIN TYPE I + `•" ` HEIGHT C.O.A . ISTD. DETAI L 40OZ WIDTH --�-� - • 5EE DETAIL 212 � ° °• a° OUTLET PIPE STORM TRENCH DETAIL SEE NOTE 1. e ° (BY CONTRACTOR) PROVIDE THREE T' DIA. LIFT HOLES UNDERDRAIN 5TORMFILTER CARTRIDGE v ° 9-1/2" FROM CENTER OF covER (TYP) (5EE NOTE 2) COUPLING C.Q.B. STD. DETAIL 411t3CO SPACED AT 120 DEGREES (TYP.) MANIFOLD (BY CONTRACTOR) 2" RAISED LETTERS `Q A s A, • g SEE CITY STANDARD RING MANHOLE STOR FILTER - SECTION VIEW A (SEE NOTE 6) 1 T�'� 1 1-7/8" (TYP.) 18" BALLAST �. F� AND COVER DETAIL X 'I (SEE NOTE 8} Tti€ 5TORiviWAT€!Z MANAGEMENT 0� G ' s THE 5TOPJvIWA7ER MANAGEMENT GROUT StorTTFdicrO r j 5torrififter@5,3 (BY CONTRACTOR) J DRAT' 3W' FOUNDRY NAME SEE CITY STANDARD RING B" MIN 20" MAX U.S. PATENT No. 5,322,629, U.S. PATENT No. 5,322,629, AND COVER INSTALLATION DETAIL No. 5,707,527, No. 6,027,639 y �+ p r� No. 5,707,527, No. 6,027,639 CROWN OF INLET aI =� L (J No. 6.649,048.No. 5.62�I,576. MANHOLE ST RMFILTE! a - O TLET DETAIL 2 No. 6,649.048. No. 5,624,576, OVERFLOW 24" DIAMETER LOCKING RING AND PIPES TO BE AT AND OTHER U.5. AND FOREIGN ' AND OTHER U.5. AND FOREIGN PATENTS PENDING 0.5' MIN. j �' COVER PER CITY STANDARD DETAIL FINISHED GRADE OR ABOVE MAX. -' Oc G. P PRECAST ECCENTRIC CONE b PATENT5 PENDING 02005 StOt'mwater3E)0 f 02005 Stormwater360 WSE - -• DRAWING DRAWING < ::.. SEE CITY STANDARD LADDER �T PRECAST 72" MANHOLE STORMFILTER P ECAST 72 MANHOLE STORMFIL,TER MAX. AIR VENT `• :•., :. .• NON-SKID INTEGRAL PATTERN TO AND STEP DETAILS • . -,. c TOP AND SECTION VIEWS, NOTES AND DATA DESIGN 2' MIN. AT CROWN BE CAST ON TOP OF COVER - x FLAN AND SECTION VIEWS" 2 ,.,.. WSE 2" MIN. DIA. DRILL k TAP: 5/8• - It N.C. S/ WEBS AND y �"•"� `, ACONTEGH Company - COVER PLAN 120 DEGREES (TYP. 3PL.) �-+ STANDARD /� 1 FLOW RING PLAN W, ACONTEGHCampam/ STANDARD DETAIL STANDARD DETAIL 212 ----- PRECAST SECTION 112 SHEAR 2' ACCESS i 2' � , 12" TYP. GATE PER IyA}( i MIN. DIA. ! (SEE PLAN t MAX• x 26 3 a" www.stormwater360.com aATE: 09/26/05 SCALE: NONE FiLE NAME: MHSF7-72PC-OTL DRAWN: MJW CHECKED: ARG •starmWater360.eom DATE: 09/26/05 SCALE: NONE FILE NAME: MHSF7-72PC-DTI DRAWN: MJW CHECKED; ARG STANDARDS I (SEE NOTE 2) VIEW). I t. 25 1/4� 6" 72"-48" REDUCING SLAB 2. 2S 0.006 FT/I= r . • 6" I Ite• -71 2 Ur 24" MIN. DIA. 24" MIN. DIA. 1" �,.-- CONNECTOR CONNECTOR 25- -•-) 1 t/a" 23 3/4" PIPE PIPE 3/a" FLOW ISgCTION A -A 33 3 a•• PRECAST BASE SECTION RESTRICTOR 50' MAX. LENGTH � SECTION B.g CEMENT CONCRETE CURB W/ STUB END & VENT TYPE 2 CATCH BASIN y� TYPE 2 CATCH BASIN 48" DIA. MIN. PER CITY AND STEP DETAILS 3 S CTTVSTANDARpLocKfNGRING&CpVER NOTE. A A SEE CITY STANDARD LADDER - uARKEp roRAlfr. , . '• , •:., ; ':' . LEVEL PAD T8 - 3!<• x 2 u<• x Tra- " STANDARD DETAIL GRYER NDTF.S RING ROPES: RI tMt E•.L.=1Er7.8I ei �� ATTACH SCREEN TO 54 DIA. MIN. PER CITY L, � SEE NOTE t,. CNf' CROSS W16 t• , •. I. USE WITH THREE LOCKING BOLTS 5/8--t t NC STAINLESS TYPE 304 L ORILL AND TAP THREE SIC-1 f NC HOLES THROUGH WING, AT I METAL SCREWS-2 PER STANDARD DETAIL STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2- LONG, DRILL HOLES t2O'. - STRAP. OR USE STAINLESS a + SPACED 12U, TO MATCH HOLES IN RWG. 7!" 8' BASE ., FRAME & LADDER OR STEEL PIPE CLAMP ELEVATION VIEW 2• RING MATERIAL IS GREY IRON, ASTM A-48 CLASS JO H STEPS OFFSET. SEE ` i 2. COVER MATERIAL IS DUCTILE IRON ASrM A538 GRADE 40-SS-08. , NOTE 0. _ A 3. SHALL CONFORM S SEC. ED HE 5 OF THE STANDARD " , g 2• N. 3. ANMI CONFORM TO SEC. 9-OS.1S OF THE STANDARD SPECIFICATIOttS, SPECIFICATIONS. AS MODIFIED HEREIN, 24" MIN. DIAMETER AS MODIFIED NEREIR. OUTEERRDIIAMTO ETTER CCJRRlGATED METAL PIPE CONNECTOR PIPE 4, APPROXIMATE WEtCNT OF RING 15 215 LBS. MAX PIPE SIZE 42" eA S. APPROXIMATE WEIGHT OF COVER S 150 685. OVERFLOW E.LEV. PER PLANS( S. RATING - H2O. S. RATING - Hao. (MAX. PIPE SIZE MAY BE 3 -T••• W.S.ws INLET LIMITED BY PIPE CONFIGURATION) t CONSTRUCT CHANNEL SHELF CAST IN PLACE BASE SECTION 6SENOTETOANOI2. F a.9'tlt•:12•GA. ° GUTTER CATCH BASIN WALL • GALV. STRIPS TACK ° • o PIPE'S .3000 PSI CONCRETE , NOT Ua�EM it WELOTOWIREMESH. OLYMPIC FOUNDRY MN30AD1T , OR APPROVED EQUAL _ . ; , SEE NOTE 1 FLOW -o--- NO SAND OR BLOCK FILLERS 3°=.Ds1rALUMDaUMWI - : e = GAw. WIRE MESH . MORTAR FILL _ P1PESUPPaRTs(r►aN,>: SHEAR GATE � o.s•tm.s-><TccA A �� . . Sw STAINLESS BOLTS • ' --•-� .. ' � t'fi . SOLID 12 GA. GAt.V. J TACK WEtp WIRE MESH E L . = `.9 h. 5 5 TJiN. .. BOTTOM PLATE TO BOTTOM PLATE ' OUTLETY O of Bremerton PIPE �� CORRIGATED METAL ACCESS RISER RING AND COVER 6" MIN, 6" MIN. _coPIPE EOTOR 36• MIN. DIA. CONTROL WITH LADDER (MiN. ONE PER PiPE) 4020 STRUCTURE SEE NOTES 6 AND fi. PUE3tiC WORKS ff _ pUTL£TPtPE ..,...• FLOW CONTROL SCREEN ARatatwofUndf Revision Dwe 72 TYPE li CATCH BASINVERTICAL CURB PLAN PLAN VIEW lI;1)iNIzERINaDIVISIOPI . �ww �1.MY.RP��A".+�.�«a NTS 12 NOTES: 1tl 1) CATCH BASINS SHALT. BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON 1. NEOPRENE GASKETS REQUIRED AT ALL CMP AND CPE PIPE JOINTS. PLANS OR NOTED IN THE STANDARD SPECIFICATIONS, EXTRUDED CURB " 2) HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. (SEE CITY RESTR);TOR ORIFICE A8 SPECIFIED. "°"" a REMOVABLE WATER- 2. 36 MINIMUM PIPE DIAMETER. WHERE DIAMETER IS LESS THAN 60", OMIT ACCESS RISER. PLATE BOLTED TO FLANGE. OR z TIGHT COUPLING STANDARD DETAILS) HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR CONCRETE BRICKS COURSE WITH A MINIMUM OR ONE HAND- aRIUEpCAP. 4 HOLD BETWEEN THE LAST STEP AND THE TOP OF THE FINISHED GRADE 2't 0 ORI FICE 54" 3. TYPE 2 CATCH BASIN AT EACH END OF PIPE (MAXIMUM SPACING SHALL BE 100 FEET). 3) ALL REINFORCED CAST iN PLACE AND PRECAST CONCRETE SHALL BE CLASS 4000. E L E,U. = 95. WSP tr A. tit• x 24• BiTS- / 6 (•1/32', -W TOP.) E 4) PRECAST BASES SHALL BE FURNISHED WiTH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A MIN WALL THICKNESS OF 2". UNUSED �/ 4. ALL METAL, PARTS SHALL BE CORROSION RESISTANT. STEEL PARTS SHALL S!= GALVANIZED ANDIF 7- ASSPLATE SPECIFIED. BOLTED i I KNOCKOUTS DO NOT REQUIRE GROUTING IF FACTORY WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS I s''�"1"• I As sPECIr1ED. BOLTEp ASPHALT COATED (TREATMENT 1 OR BETTER). CAPACITY OF OUTLET PIPE MUST BE EQUAL TO OR OTHERWISE APPROVED BY THE ENGINEER. TO FLANGE OR DRILLED CAP j GREATER THAN CATCH BASIN TYPE 2 j"- J I e 5) KNOCKOUT OR CUTOUT HOLE SIZE SHALT. EQUAL PIPE DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48" DIAM. As REQUIRED f CATCH BASIN. 42" FOR 54" CIS, 48" FOR 60" CB, 60" FOR 70" CS 84" FOR 96" CB MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54" NOTES: ELBOW DETAIL 5. ALL INLET PIPES COMBINED, AND 60" CB: 12" FOR 72" AND 96" CB'S. GU" TER CATCH BASIN WALL 1- x z2.OPENING 1 1. PiPE SIZES. INVERT ELEVATIONS, ORIFICE SIZES. OVERFLOW 6) CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE iN ACCORDANCE WITH SECTION 7.05 OF THE STANDARD SPECIFICATIONS, MATING ELEVATIONS AND SLOPES: PER PLANS. 17 3ta x 2331a 6. ACCESS RISERS REQUIRED CENTERED OVER EVERY 100' OF DETENTION PIPE WITH TYPE 2 CATCH SURFACES SHALL FINISHED TO ASSURE NON -CRACKING FIT WITH ANY COVER POSITION. (0132%-o•1YP.) BASINS PROVIDED ON EACH END. ADDITIONAL ACCESSES ARE REQUIRED FOR EVERY 50 ADDITIONAL FEET 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. OF DETENTION PIPE. IN AREAS WITH VEHICULAR TRAFFIC, PROVIDE 7) ALL BASE REINFORCING STEEL SHALL HAVE+A MIN YEtLO STRENGTH OF 6,000 PSI AND SHALL BE PLACED IN THE UPPER HALF of THE BASE wrrH 1" MIN. CLEARANCE. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED 25• IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN 7. TRAFFIC BEARING ACCESS (HS-20) OVER CORRUGATED METAL MANHOLE, PER STANDARDS. 8) MiNIMUM SOIL BEARING VALUE SHALL EOUIL 3,000, POUNDS PER SQUARE FOOT. TYPE 2, 54• MIN. DIAM.' FLOW RESTRICTOR ' 9) SEE CITY STANDARD "LADDER AND STEP" DETAIL. 4. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL. EXTRUDED CURB EXPANSION JOINT 1 O) SEE WSDOT STANDARD SPECIFICATION SECTION 7-Oa.3 FOR JOINT REQUIREMENTS, AND BE ANCHORED AT T M1AX. SPACING BY SM- DiAM. STAINLESS SECTION A -A 8. USE OF THIS DEVICE REQUIRES PREAPPROVAL FROM THE CITY ENGINEER. FULL, DEPTH BRUSHING DIRECTION STEEL EXPANSION BOLTS OR EMBEDDED 2• IN WALL. FULL D PTH 1 1) MORTAR SHALL BE PLACED BETWEEN EACH LEVEL OF ADJUSTING RINGS, TOP OF TOP SLAB, AND BOTTOM OF MANHOLE RING, ti TO MATCH CURBS. CONTROL JOINT 5. THE RESTRICTOR SHALL BE FABRICTED FROM .060• ALUMINUM, PVC. CPE. OR HOPE PIPE PER CITY STANDARDS. O� CONNECTOR NOTES: TYPICAL �/' j DETENTION � c ('� j v4 T.HE THICKNESS PIPE t 1 P l CAL I .l GT N T I V I V SYSTEM 6. OOTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE 1. DRILL AND TAP FOR, I AND SS TYPE, TWO LOCKING OF THE CONCRETE ��•• t BOLTS 5t8 -1 t NC STAINLESS TYPE 304 STEEL ONE HALF THE DISTANCE TYPE 1 I CATCH EA51 N WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF SOCKET HEAD (ALLEN HEAD) BOLTS, 2 LONG. G. O . I3 . STD. DETAIL 4.O ro D CONCRETE PIPE. +.� �� BETWEEN EXPANSION JOINTS C . D . B . STb. DETAIL 4�Ct4- F, S 7, THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 INSTALL PRECAST GRADE SAME OtAM. AS THE HORIZONTAL OUTLET PIPE, WiTH AN 8• MIN. GLASS 30 OR BETTER. INSTALL RISERS PRECAST SEE CITY STD "RING & COVER" DETAILS LIMIT OF EXCAVATION (TYPO DIAM. N LEVELING BRICKS AS 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND C'S SEE CITY STO "STREET" DETAILS S. FRAME AND LADDER OR STEPS OFFSET SO THAT: PLAN GUTTER TO BE FLUSH WiTH FRAME. * A BRUSHING DIRECTION NECESSARY TO MATCH F'ORAURFACE RESTORATION A. SHEAR GATE? iS VISIBLE FROM TOP. Optional recessed DRIVEWAYS AND ALLEYS FihlAt GRADE. 12" 12• B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GATE. ".. /.-.V a"V C. FRAME IS CLEAR OF CURB, 0" tall frame &grate _ _ frame &grate /Fs� 4 MiN SEE NOTE 1. _ EXISTING PAVEMENT , �•q 4 tall grade ring •� 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: TYP I CAL FRAME AND GRATE E 9 (optional) ) ,�;•• . `' tt ASPHALT CONC. OU11>*T PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. • � PAVEMENTCL.'B' LESS ira•. INSTALLATION FIRST STEP :, 6" tall top stab (48" CS Lid) ----- -- MAXIMUM 18" PLACE & COMPACT O MLIDE OF RISER ELt30 SS MAY LOCATEDCAAA SHOWN OR ALL ON STD_._ BELOW COVER CRUSHED SURFACING I ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. „ �,� 7OF� COURSE ASS 12 thick Concrete Collar ; ' 11. SHEAR GATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP -- - -- A ,� " ) EXIST. MANHOLE OR LOCATED WITHIN 24" ACCESS SECTION. GhTCH BASIN i2. IF NOTCHED WIER i5 USED IN LIEU OF ELBOW, BAFFLE SHALL CONCRETE CURB AND GUTTER NOT OBSTRUCT ACCESS TO THE STRUCTURE.J"Dum.E%RT%1j-Aw1&'N4'r Amm"lurTLANCE 42" x 1' tall cmp forming ring TYPE A. SEE STD DETAIL 3131 PAVED AREAS 13, USE OF THIS DEVICE REQUIRES PREAPPROVAL FROM THE CITY . ISOMETRIC VIEVIt NTS ENGINEER. Ladder ----i p 'T{ �j SEECITY STD *RING &COVER".ICEDETAILS TYPICAL CONTROL STRUC 1 URE flexible Waterstop SIDEWALK 2, LIMITS OF EXCAVATION --'''*• t2' 12" 3000P.S.L CEMENT CONCRETE MIN PtERIMETER SEAL_ C.D. 0. STD. D ETA I I 4 0 G ! '"'ET.AdLN' &N01", S A 2% 2:1MAX (ALTERATION OF DRAWiMG Is PRO141PSITCD, ^; y' 2'MIN CL.BIFiNLC. SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., KITSAP COUNTY ._._. PAVED STREET - - INSTALL PRECAST GRADE FOR CON TACT --- -- CONCRETE , SEENOTEE1 RINGS,RISERSORLEVELING HAYS ARCHITECTS KEN HAYES PERIMETER BRICKS AS NECESSARY 7O SMSHALL FINAL GRADE P.O. BOX 322 360-683--5877 EXTEND 6" MIN, 4" PCC BELOW SEQUIM, WA 88382 GRADE - --�-_ RINGS OR , _ 4" CRUSHED SURFACING BRICKS r _ - TOP COURSE, COMPACTED _ EXISTING MANHOLE TYPICAL SECTION TO 951% MAXIMUM DENSITY OR CATCH BASIN UNPAVED AREAS ' NOTES 1. SIDEWALKS ARE TYPICALLY 5' WIDE AND A MINIMUM DEPTH OF 4". SEE TYPICAL SECTION FOR EXACT DIMENSIONS. 1. WHERE DEPTH OF NECK EXCEEDS 24 INCHES, ADJUST MANHOLFJCATCH BASIN TO Y P.U. BOX '120 • Ming130B Clear 383 Road N IU GRADE BY INSERTING NEW CONCRETE RiSER SECTIC 11i BETWEEN THE CONEISLAB * aJi V v'f GIB 18� IuaF�I1II1 tOi 3$ -.- � 2. THE SIDEWALK AREA THROUGH THE DRIVE APPROACH SHALL BE 6"THICK. AND EXISTING BARREL , tD Silverdale 6132-55 5*Seattle (20(p) 682-55'14 + 2. RISER SECTIONS AND BRICK SHALL BE CONCRETE, GROUTED MTH 314' THICK QrQ T "Ul�// Fax (36QJ) FOBS-0546 3. SIDEWALKS SHALL ALL BE CLASS 3000 CEMENT CONCRETE, WITH AIR ENTRAINMENT (MIN. 4%, MAX. 8%). NON•SHOINK GROUT SMOOTHJNSIOE AND OUT. 3. STEPS OR HAND HOLDS'$HALL BE ADDED AS NEEDED. 4. SUB GRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. 4. PRECAST GRADE RINGS AND RISERS MUST BE CAST WITH GROOVE TO ALLOW FIELD OF �3 2 36NII�iIal�i�K * 5I°IiZY ii�I REPACEE INSTALLATION RING AND r�m S � 5/. 5. SIDEWALK JOINTS SHALL BE i,pCtwD WiTM A 1/4" INCH RADIUS EDGER. � 6. REPLACE EXISTING RiNG AND COVER IF NON-STANDARD. S' i 1 f+_ ��A�Ni�� SIDEWALK EDGES SHALL BE T60LED WITH A 1/2' INCH RADIUS EDGER. �.7 6. THE FINISHED SURFACE SHALL BE BRUSHED IN A TRANSVERSE DIRECTION EXCEPT THAT AREA AT DRIVEWAYS AND ALLEY CROSSINGS, WHERE It SHALL BE BRUSHED LONGITUDINALLY. I Z - 4 - 06 ADD I ET A I LS A.020 � 40 I 'P J 7. THE FINISHED SIDEWALK SHALL. BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY 2 WATERPROOF PAPER R PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. City of Bremerton J ]0- N -D la ADD ACCESS IZ I SEIZ• T E AIL✓ Fj EXPIRES 09/ 12/ , Z RING AND COVER " CONCRETE SIDEWALK INSTALLATION. 4�021 Access Riser Deta-1 for H2O Traffic Load DETAIL AS ST rvQ, DATE DESCRIPTIC7N BY °' a�isLtcwa Ks Revision Date CALCULATED DESIGN DRAWN CHECKED DATE SCALE JOB NO. SHEET . .• AACIAfI+»W QaS Cr&WnQ�ptoMblW. Atry.ppr°vdN fu, aneraa ara,ar,p ff f C.D . 0 • STD. PLt•1N 3 t01 ENtisNE1ERINa 01ViSNON isw"thoa eaanawld. 10/24/02 . 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