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HomeMy WebLinkAbout1ST ST, 5222 Citiiof Bremertorl, . 239 FOURTH STREET 3. ign* BREMERTON, WASHINGTON 98310 (206)4 8-5252• a..IMCi DETERMINATION OF. NONSIGNIFICANCE Description of proposal Construct a 15,000-square-foot warehouse building with 30,000-square-foot parking and outdoor storage yard. • Proponent Jim Davis - Pioneer Builders Supply • • • Location of proposal, including street address if ,anv:a 520 First Street - north side o First Street, OU feet east-orun Ave. Lead agency City of Bremerton Department of Community Development • The lead agency for this proposal has determined that it does not have a probable significant adverse impact on, the • . environment. An environmental impact statement (EIS) is not required under RCW 43 .21C. 030 (2) (c) . This decision was made after review of a completed environmental checklist and other • information on file with the lead agency. This information is available to the public on request. • (l There is no comment period for this DNS. This DNS is issued under 197-11-340 (2) ; the lead agency will not act on this proposal for 15 days from the date below. Comments must be' submitted by July 11, 1991 • Responsible official John W. Allingham • . Position/title Senior planner. Phone (206) 478-5275 • Address 286 - 4th Street, Bremerton, WA 98310 ZS. ,Date LiG r (J, � �z.�.�_ nYou may apeal this' determination to (name) : Bremerton Planning Commission City Council You should be prepared to make specific factual objections. Contact Planning Dep .• . to read or ask about the procedures for SEPA appeals. • f IThere. is no agency appeal . __Gateway to the Olympics and Home of the Puget Sound .Naval Shipyard • . _ a I • . • , . ..•, ,, •. . 0 , „, . • . . . • , . . • . . , . . . , • . . , I . • . , , . , . . . . . , . , ......._____:__ . .... _ , IIIi S. 1 I.3 `''I`-C- (-k. l ' F.+. ” 1 V\ 1A Ci`L•1-- t-05LD Al2e4 -Tv e4;;" uSEa A\� (eL,,i r,cc1 0,100 - ,i O )L -Fore__ Y /1rcc.u • 1o,ate;Kbocs,. 11 4, e Qom\ r��r Ir.a-` I � �� "u5gQ (XcTUDo ST7�2i9G.0 • I 1 ��s �r L v' 1\ or acpu ''MLS J H{371-10- `, D�2 .S. CC_.. y .c. ,'�i7`JrG C) pTy-l�� 54Ki''L/L''5 14!T AHC T�H�� u 11 - U 4 s ` IIJ,TNC F'u-rLA�z;C1 oi4l,00r 5H�ru ��,� _i CJs�'�►ru 5 4.-117-S �0 pe�JCG: TU I /�. ME) ( f MC67-- G77' 5C...2- cr1)&2 k'ir(P(/i/ic;�rt�;srs• .‘, . . -_ , >/ ite ---,---c-,_,,,..g,..v._1. ..,..„......._.„.... ____ , „,,. %'z3r9� .,-ri-- .4-- ..,0,✓I t.,-:-_,w...1:7 R 4 seI 1 12 13 ' 0 1 •(... . 1611,, III ----• S'—( i Nc,��G. (...A-5 F=(Fz i ; Cwt/ = ,TJ% , rir 2)( 1ZGY`T [?6,4ls. p T1L..I? r,', .,'r-.4.ksr : •-r-yr.. l E ..ir:›4e,:i.....•kr . , , t..... ..K.1 . ......, . , ..� ti.r rte:.._ Y..« 1 f warmsira:i ,/ • ■ DEPARTMENT OF COMMUNITY DEVELOPMEENT ■ .• ' t .. , Gateway to the Olympics and Home of the Puget Sound Naval Shipyard America's Most Liveable City June 25, 1991 Ms . Barbara Ritchie Department of Ecology Environmental Review Section Mail Stop PV-11 Olympia, WA . 98504-8711 Re: Determination of Non-significance issued to Jim Davis , Pioneer Builders Supply, for the construction of a 15, 000-square-foot warehouse ` building with 30,000-square-foot parking and outdoor . storage yard. Location: 5220 First. Street - north side of First Street, 100 feet east of Bruen Avenue. Dear Ms. Ritchie: Enclosed is the Determination of Non-significance with accompanying Environmental Checklist for the above proposal. This are being issued with a comment period and notice pursuant to WAC 197-11-340 (2) . Please publish this in the SEPA Register. If you have any questions, please call our department at (206) 478- 5275. Sincerely,. ?)(1111.V, 4n4V)11 ACK ALLINGHAM� enior Planner JA:dw Enclosures 286 4TH STREET ■ BREMERTON,WA 98310 ,U (206)478-5275 An Equal Opportunity Employer t. / • -rl .se ham, City'o$ BreIIlertori, e+ eq, Pesti 239 FOURTH STREET Ri7.11,4BREM ERTON,WASHINGTON 98310 (206)4i8-5252 -.Y.-.40`' Sq.1NOt e as 3 MAYOR LOUIS MENTOR \ ENVIRONMENTAL CHECKLIST '� c•s•9 A • -tot 010 SEPA RULES �`� • PURPOSE OF CHECKLIST: • The State Environmental Policy Act (SEPA) , Chapter 43. 21C RCW . requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on t quality of the environment . The purpose of this checklist i' to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal , if it can be done) and to help the agency decide whether an EIS is required . INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal . Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant , requiring preparation of an EIS. Answer the questions briefly , with the most precise information known , or give the best description you can . You must answer each question accurately and carefully, to the best of your knowledge. In most cases , you should be able to answer the questions from your own observations or project plans without the need to hire experts . If you really do not know the answer or . .if a question does not apply to yourproposal . write "do not know" or "does not apply" . Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations , such as zoning . shoreline , and landmark designations . Answer these questions if you can . If you have problems , the governmental agencies can assist you. 1 Gateway to the Olympics and Home of the Puget Sound Naval Shipyard f. The checklist questions apply to all parts ofyour proposal , even if you plan to do them over a period of time or on different parcels of land . Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably. related to determining if there may be significant adverse impact . USE OF CHECKLIST FOR NONPROJECT PROPOSAL: Complete this checklist for nonproject proposals , even though questions may be answered "does not apply.." In addition, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (Part D) . For nonproject actions , the references in the checklist to the words "project" , "applicant" and "property or site" should be read as "proposal " , "proposer , " and "affected geographic area, " respectively. A. BACKGROUND . 1 . Name of proposed project , if applicable: c's r 2. Name of applicant : 3. Address and phone number of applicant and contact person : 5 40( S , 8 (Jr 1 ; -6, \A1 c-v,.v,a ) , 9 8 9 4. Date checklist prepared : 2 5. Agency requesting checklist : 6. Proposed timing or schedule ( including phasing , if applicable) : 3 -- r -7- 7. 7 -7. . Do you have any plans for future additions, expansion , or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared , or will be prepared , directly related to this proposal . ( rA 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes , explain . 1`(c, . 10. List any government approvals or permits that will be needed for your proposal , if known . h '�—► Be..sav prig/ o-{,ea l 3 • 1 11 . Give brief , complete description of your proposal , including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal . You do not, need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description . ) 5, 000 - 6._ov c re--Ce. V r ‘ 900 S. F. ©I « +z b- ose-A as —Cyr +CAG 2re,1,1(. vst.'i.Q avi-A (16 rale) c itleN � `S b (-2 ✓i Gam°- '®�` `-1' _ s l Com- Scc--ep T' Se-2 ft el. a �� 12. Location of the proposal . Give sufficient information for a person to understand the precise location of your proposed project , including a street address , if any, and section , township , and range , if known . If a proposal would occur over . a range of area , provide the range or boundaries of the site( s) . Provide a legal description , site plan , vicinity map , and topographic map , if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist . J1� ••••-•("v1/1 .ten Pte► �..c .rej, Oath, 62.0 1 i S -( P-- 1�d o r - ' e- 4- c�r-►�t e� Rt-34- S+treo e-A- a Gk Br Lie A%/e-va oe. N404--frt-' 04&'4s s63 , ©Ld- 0 d 2' � o w I &0 - Op' Dov 8s°46'4-8`' J 4-kk- CSL;c- Is 444e. 3 W c,or►-)Gr o-F -f'L►�-- it re:Te,--1-7 Z5 E59 46„ 4.g E o-C -{"L'e- S(am) C-or rtes o c sW -4 -.e_ B. ENVIRONMENTAL ELEMENTS EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 1 . EARTH a. Ge eral description of the site ( circle one) : dap rolling , hilly, steep slopes , mountainous, other b. What is the steepest slope on the site (approximate percent slope)? .Po yr c . What general types of soils ar- ound • 8 the site ( for example , clay, sand, MP peat , muck )? If you know the classi ca ion of agricultural soils , specify them and note any prime farmland. d . Are there surface indications or history of unstable soils in the immediate vicinity? If so , describe. Iry e. Describe the purpose , type and approximate quantities of any filling or grading proposed . Indicate source of f ill . � (CC •' �-n S t4e- arltk 0�2�-�� FAA o elrive-k.Advsitsr, � 120 /Gu11(D5 . f f . C' oU erosion occur as a result of clearing , construction , or use? If so , generally describe. P-1.0 YeS dare Sc)(IS Ca errcle_ 5 g. About what percent of the site will be covered with impervious surfaces after project constructio ( for example, asphalt or buildings? 9e * z "a h. Proposed measures to reduce or control erosion , or other impacts to the earth , if any: / Cw.' da v't-2.? „Le. %v,J Orctrc. errsic Co+?/ro /IA0 ¢o be reciicc.*. av`dqirtIc( Avfire Citif 2. AIR € ifAcer. a. What types of emissions to the air would result from the proposal ( i , . e. , dust , automobile , odors , industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximatelquantities if known. ►Jr7,f-,P ��pT-S oNe►,-� v,P t e;LJs .,.o Cin -lam-iic.-(-w' 4 b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. 110 c . Proposed measures to reduce or control emissions or other impacts to air , if any: 6 3. WATER a. Surface: 1 ) Is there any surface water body on or in the immediate vicinity of the site ( including year-round and seasonal streams, saltwater , lakes , ponds , wet- lands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. �Jv , 2) Will the project require any work over , in , or adjacent to (within 200 feet) the described water? If yes , please describe and attach available plans. BUD 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected . Indicate the source of fill material . 4 ) Will the proposal require surface water withdrawals or diversions? Give general description , purpose, and approximate quantities if known . 7 • 5) Does the proposal lie within a 100-year floodplain? If so , note location on the site plan. 6) Does the proposal involve any discharges of waste materials forsurface waters? If so, describe the type of waste and anticipated volume of discharge. b. Ground: 1 ) Will ground water be withdrawn , or will water be discharged to ground water? Give general description , purpose, and approximate quantities if known . 2) Describe waste material that will be discharged into the ground from septic tanks or other sources , if any ( for example: Domestic sewage; industrial , containing the following chemicals . . . ; agricultural ; etc . ) . Describe the general size of the system, the number of such systems , the number of houses to be served ( if applicable) , or the number of animals or humans the system( s )�lare expected to serve. f�JO✓ e 8 • c . Water Runoff ( including stormwater) : 1 ) Describe the source of runoff ( including stormwater) and method of collection and disposal , if any ( including quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. ®� ��e..� �,-i 4-a r-&- s s4e r� -` Ct l�V 6//0e) S//"�-'"( n r�S+ s+reeA m e /V, c Ave— ,1704,),4 /0 SI/K lr— Sys-km eu i4/ i5 e,K,erclel 2) Could waste materials. enter ground or ows.e, e)Veri .t.4 pavtdivt.t surface waters? If so, generally occus•S s+ Acti er,5 s 73ck describe. 1Teeh S-f S "0Q -GJu.Sk Yf/44 5 (9;/) eider cat's vs4o? S sem? r d . Proposed, measures to reduce or control surface, ground , and runoff water impactsif any: / , r e-TA - y 7 DiV u er sefoe^a xs Wil b� �CoJiC , 4. PLANTS - C47 s'ers, de�c��'o'1 a. Check or circle types of vegetation found Zsyr Sicwm on the site: ✓ deciduous tree: alde , maple , aspen , other doawv42ci CI - ( ) evergreen tree: fir , cedar pine, (4 - p> other shrubs grass (a,,-(-,e__A pasture crop or grain wet soil plants : cattail , buttercup , bulrush , skunk cabbage , other other types of vegetation 9 b. What kind and amount of vegetation will be removed or lte ed? 1 (5k-e-ok v1 OL:\) c . List threatened or endangered species known to be on or near the site. /•-.6v-le-- d. moovtc-- d. Proposed landscaping , use of native plants, or other measures to preserve or enhance vegetation on the sit , if any: 2.400 t a.S 6y /7_4143,7 5. ANIMALS a . Circle any birds and animals which have been observed on or near the site or are known to be on or near the site : • birds: hawk , heron , eagle , songbirds , other : mammals : deer , bear , elk , beaver , other : fish : bass , salmon , trout , herring , shellfish , other: b. List any threatened or endangered species known to be on or near the site. l�pv^�,Pr 10 c . Is the site part of a migration route? If so , explain. /•-10 d . Proposed measures to preserve or enhance wildlife , if any: 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy , natural gas oil , wood stove, solar wi •e used to meet the completed project ' s energy needs? Describe whether it will be used for heating , manufacturing, etc . b. Would your project affect the potential use of solar energy by adjacent properties? If so , generally describe. (50'� ofd r-14,1 1:n c . What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or contro energy impacts , j14 any: 4.60 ZIPmzvLr. �- c a o to+ -,ted .0 v a 4- ''f�4a-�.�aeX rt•••_.(.�6•�se. W&_(,( "s�(y a ce 11 • 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards , including exposure to toxic chemicals , risk of fire and explosion , spill , or hazardous waste, that could occur as a result of this proposal? If so , describe. 1 ) Describe special emergency services that might be required . 2) Proposed measures to reduce or control environmental health hazards , if any: b. Noise 1 ) What types of noise exist in the area which may affect your project ( for example: traffic , equipment operation , other)? . 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis ( for example: traffic , construction , operation , other )? Indicate what hours noise would come from the site. 6 :2-C t 0-1-,•-1.4-'sV�Gt t G v Imo,,. k 12 3) Proposed measures to reduce or control noise impacts , if any? 8. LAND AND SHORELINE USE a. What is the current use of the site and jacent properties b. Has the site been used for agriculture? If so , describe. c . Describe any structures on the site. d . Will any structures be demolished? If so , what? Nv e. What is the current zoning classification of the site? f . What is the current comprehensive plan designatilon of the site? , � '� G3 13 g. If applicable, what is the current shoreline master program designation of the site? lel h . Has any part of the site been classified as an "environmentally sensitive" area? If so , specify. i . Approximately how many people would reside or work in the completed project? j . Approximately how many people would the completed project displace? IBJ o✓►e— k . Proposed measures to avoid or reduce dis- placement impacts , if any? 1 . Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans , if any: S .�c,- � L' .` ?F r e'i�t S 14 9. HOUSING a. Approximately how many units would be provided , if any? Indicate whether high, mid le, or low- income housing. • /LI A b. Approximately how many units, if any, would be eliminated . Indicated whether high , mid le, or low-income housing. NA c . Proposed measures to reduce or control ho sing impacts , if any: NA 10. AESTHETICS a. What is the tallest height of any proposed structure( s) , not including antennas; what is the principal exterior building material ( s) proposed? Zs b. What views in the immediate vicinity would be altered or obstructed? N dam► -- c . Proposed measures to reduce or control aesthetic impacts , if any: /1/4-)ov'L-e_ aesthetic( -1 64,1 el c c'"?,-z P ) Z=. 15 • 11 . LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? LA- Lie „tett C/ b. Could light or glare from the finished project be a safety hazard or interfere with view? N.90 • c . What existing off-site sources of light or glare may affect your proposal? d . Proposed measures to reduce or control light and glare impacts , if any: FOL_vs sp 25 /er.'� S4 4,4L-4Z, 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so , describe. 16 c . Proposed measures to reduce or control impacts on recreation , including recreation opportunities to be provided by the project or applicant , if any: 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on , or proposed for , national , state, or local preservation registers known to be on or next to the site? If so , generally describe. lio - b. Generally describe any landmarks or evidence of historic , archaeological , scientific , or cultural importance known to be on or next to the site. c . Proposed measures to reduce or control impacts , if any: 14. TRANSPORTATION a. Identify public streets and highways serving the site , and describe proposed access to the existing street system. Shown on site plans , if any. 5k-e /)ocf es S V t �. 2 — 40 ' Q (s . b. Is site currently served by public transit? If not , what is the approximate distance to the nearest transit stop? 17 c . How many parking spaces would the completed project have? How many would the project eliminate? /3 , N oyte., d.. Will the proposal require any new roads or streets, or improvements to existing roads or streets , not including driveways? If so , generally describe ( indicate whether ublic � private) . r �.��1 .� --mss r- �• to G, N� e. Will the project use ( or occur in the immediate vicinity of ) water , rail , or air transportation? If so , generally describe. IJb • f . How many vehicular trips per day would be generated by the completed project? If known , " indicate Qw�hen peak volumes would occur . g . Proposed measures to reduce or control transportation impacts , if any: IL-,c/✓LG - .15. PUBLIC SERVICES a . Would the project result in an increased need for public services ( for example: fire protection , police protection , health care, schools , other)? If so , generally describe. b. Proposed measures to reduce or control direct impacts on public services , if any. 18 . I . b. Proposed measures to reduce or control direct impacts on public services, if any. 16. UTILITIES a . Circle ut ' _ ' -s curre, - ailable at th site: immummo natural gas water refuse servic , to ephone sani ary sewe , septic. sys em, other. 17. SIGNATURE The above answers are true and complete to the best of my knowledge, I understand that the lead agency is relying on them to make its decision . Signature: �E Jt� Date Submitted : 4 1 19 • . ' ' • B R E M E' R T O N - 'BUILDING O E P A R T M E m T ' • / RECEIPT 0 082830 '• * This Is Not A Permit * Apr 1O , 1991 ' / . � ______ ___ _________ . ` . • • Permit Fees Amount Paid Plan Check Fees Amount Paid • ===________====_==__=== . $ .00 $ • .00 62-345 .8300 . Other Fees ' Storz Adapter $ .00 34-388 . 1000 ' ` ~' - ' ' 'Salea of Maps/Pubs $ .00- 16-341 .5000 , . - - Copies � . ' . 18-341 .6000 �-Reinspect ion ' / $ ` � ��� • Ot her Fees $ 50 .00 , Energy Charge , • • .°0 Street Vacat ion , 'Received From i ~' `` On 04/10/1991 � O rUCt 1OO �l22l .'For 0p1��P�3212 ' '• • � _ ~-/� �^.'- � "C TIC T��-- -- ��_--- ----��------ ------ - ------- \ • . 4.11-; "I,...:41.:-;48 15 Point Fosdick Dr.N.1Al.:Ye_;ii s.''.::,?;.;:,?,7,::,t;r;I:.;i-..,,,:',.:,;%1::,;31..,..! :,i...,,if,V,.,,i,,...,,,,41 •.-4,,,;,,./..:::41i.,..i,.:ifi:-.,..: .,;.,,:,... ,,,...;.,„!„,)",...,:„..,.,,„:.; , ... .,,-,:,,..,...;, \ ( ` � . _ '~~ . IT: • 1 SOILS INVESTIGATION REPORT FOR THE PIONEER ROOFING CO MANY ' S NEW WAREHOUSE AND OFFICE BUIL DING BREMERTON , WASHINGTON 1 1 I , 1 1 1 1 1 1. 1 - Bradley-Noble Geotechnical Company 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone(206)357-7883 1 Bradley-Noble Geotechnical Company Soils Engineers and Geologists ' Testing and Inspecting Services ' SOILS INVESTIGATION REPORT FOR THE PIONEER ROOFING COMPANY'S NEW WAREHOUSE AND OFFICE BUILDING BREMERTON, WASHINGTON ' This report presents the results of our subsurface investigation for the proposed warehouse and office for the Pioneer Roofing Company in Bremerton, ' Washington. The project site is located on part of . the former Westside Elementary School site at Qualheim on First Street. We understand that the proposed warehouse will be 100 by 150 feet with an attached 1 office space. Concrete tilt-panel construction is proposed for the warehouse with the tilt panels 22 to 24 feet in height above the footings . The plans show ' continuous perimeter footings for support of walls, and isolated interior footings for support of column loads . Isolated strip footings also may be used for ' support of interior bearing walls . A concrete slab-on-grade will be used for the floor system in the warehouse and office. ' Our purposes in exploring the subsurface soil conditions were to evaluate bearing capacity of the site soils, present recommendations for foundation and ' concrete slab-on-grade design, and address other geotechnical considerations that may affect the project. Work was authorized on behalf of the owners by Mr. Phil Simmons, the project's general contractor. SITE CONDITIONS ' Surface Conditions The proposed site is on a lot created east of the ' existing school building. It is a grassed area on a bench about 4 feet above the parking lot off First Street and about 4 feet below the bench created for. ' the school building to the west and the car wash on the south of the site. The actual construction site is nearly level. ' Subsurface Conditions Four test pits were excavated with a tractor-mounted ' 91041601 Page 1 of 8 ' 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206)357-7883 ' 91041601 Page 2 of 8 1 backhoe on 19 April 1991 under our supervision. These ' were logged, and the soils exposed in the test pits were evaluated for their engineering properties . The site plan enclosed with this report shows the locations of these pits . We kept the explorations ' outside of proposed building lines to minimize disturbance to soils in the footing lines . The test pits were loosely backfilled after they were logged. ' If these test pits are, in fact, found to be under footings, then they should be re-excavated and backfilled according to the Earthwork Criteria section ' of this report. Three principal soil units were found in our explorations . In Test Pit Two, we encountered the ' very dense and highly overconsolidated Vashon age subglacial till. In the other three test pits, we found a layer of fill over Vashon recessional fluvial/lacustrine deposits of fine grained soils . We expect that at some depth below the bottom of these test pits, the very dense and highly overconsolidated subglacial till would be encountered. In test pit ' three, there was minor seepage at the contact between the fill and the native soils . ' DISCUSSION AND RECOMMENDATIONS Footing Support The existing fill section varies in thickness, quality, and apparent density. We found significant ' amounts of organic material both as topsoil and strippings, as well as buried large limbs and roots. We expect that excessive total and differential ' settlements would occur if footings were cast directly upon this unit. Observed long-term settlements would probably be greater than 4 to 6 inches. ' Use of a structural fill section for support of footings is recommended. Footings excavation would need to extend down through the fill to the native soils . The width of the excavation would require one foot out from each footing face for each foot of removal. In the excavation, the structural fill section is to be placed and compacted according to the ' Earthwork Criteria section of this report. This 1 1 ' 91041601 Page 3 of 8 structural fill section will support the footings and ' distribute the footing loads to the native soils. Concrete tilt-panel type of construction is not tolerant of differential settlements . We expect that ' a portion of the structure will be supported directly upon the subglacial till. We usually recommend design bearing capacities of about 5000 pounds per square foot for footings placed on the till. At this site, most of the building will be supported on a structural fill section with footing loads carried to the ' underlying fine grained recessional outwash deposits . For design of footings, we recommend that a design value of 1500 pounds be used for loads imposed onto the native soils, both subglacial till and recessional ' outwash soils . The load imposed by the structural fill section may be ignored, as we expect that the weight of soil removed will approximate the weight of ' the structural fill section imposed onto the native soils . A one-third increase in this bearing value is allowable for short-term wind or seismic loadings . Footings should be founded a minimum of 1 .5 feet below adjacent finish grade for frost protection and confinement. We recommend that the continuous ' perimeter and strip footings have a minimum width of 24 inches . Isolated interior column footings should be a minimum of 3 . 0 by 3 .0 feet square. Settlement of structures designed to the recommended bearing values should not be significant. Generally, we expect that both differential and total settlements ' of 25 millimeters or less will occur, mostly during construction and immediately after the loads are imposed. There should be little long-term settlement. ' Floor Slabs The owner will need to consider the long-term ' performance of the concrete slab-on-grade. At expected warehouse loadings for roofing material, we would expect deflection, differential settlement, and cracking of a slab placed directly on unimproved soils . This may exceed several inches . If the owner is unwilling to tolerate settlement of deflection of ' 91041601 Page 4 of 8 1 the slab, then the existing fill section will need to be removed and replaced with a structural fill section conforming to the Earthwork Criteria section of this report. Some improvement in the performance of a slab-on-grade may be realized by removing two feet of the fill section and performing a hard proof-roll of the soils ' exposed. If soft or yielding areas are found during the proof rolling, then selective overexcavation of these areas would need to be done. A high quality structural fill section then is to be placed according to the Earthwork Criteria section of this report. If the slab placed on this fill section is allowed to "float" , we would expect that some economy of ' construction could be realized by reducing the volume of soil to be removed. Long-term deflection and settlement of the slab would probably occur, but would ' not be as severe as in a slab placed directly on the existing fill section. Prediction of the actual settlements and deflection cannot be presented because, as we observed, the fill section does vary in thickness and quality. To ensure dry slabs, we recommend that a capillary ' break and vapor barrier be included in the design. The capillary break should consist of a minimum thickness of 4 inches of pea gravel. Provisions ' should be included in the design to ensure the positive drainage of the capillary break material. Where mechanical penetrations extend through the vapor barrier, proper sealing should be maintained to ensure ' the integrity of the membrane. Lateral Soil Pressure ' It is our understanding that no retaining walls are planned for this project. If retaining walls, or foundation walls in excess of four feet in height and ' restrain earth, are to be incorporated in the design, we should be consulted for design information. ' Lateral loads may be resisted either by passive soil pressures or friction between the footings and earth. For passive soil pressures for footings cast and backfilled according to the recommendations of the ' Earthwork Criteria section, a design value of 300 1 91041601 Page 5 of 8 1 pounds per cubic foot may be used. A coefficient of friction of 0 .45 is permissible between the footings and the structural fill section. Seismic Site Period The project area is in Seismic Zone 3 as shown by Figure 23-1, Seismic Zone Map of the United States, in ' the 1988 edition of the Uniform Building Code. Actual ground motion during a seismic event is influenced by the distance from the epicenter, the depth to bedrock under the site, and the condition (degree of ' consolidation and saturation) of the soils supporting the structure. We do not believe that the underlying soils are prone to spontaneous liquefaction under seismic loadings. Available geologic information, as presented in Thickness of Unconsolidated Sediments, Puget Lowland, Washington by Hall and Othberg, 1974, shows a sediment thickness of about 200 feet under the project area. We believe that these soils are granular and are well consolidated as a result of loading by the Vashon glacial ice mass . We recommend ' that a soil coefficient type S2 be used for seismic design, a recommendation based on the 1988 edition of the Uniform Building Code. Earthwork Criteria ' In areas under structures, paving sections, and sidewalks, strip all topsoil and organic material. For structural fill in areas under footings and ' slabs-on-grade, we recommend that all soils be compacted to a minimum density of 90 percent of ASTM D-1557 or to 95 percent of UBC standard 70-1. This ' includes proofrolling native soils exposed in the bottom of the excavation before placing fill . Materials under the paving section should also be compacted to the minimum density by proofrolling ' before placing the paving section. This includes proofrolling in-place soils, soils that have been disturbed during construction, and all structural fill ' materials . For imported structural fill, we recommend that a clean, six-inch minus, well graded gravel or gravelly ' sand (classifying as GW or SW as determined by 1 1 1 ' 91041601 Page 6 of 8 1 ANSI/ASTM test method D-2487) , conforming to APWA specification 9-03 . 14 for gravel borrow, be used. We also recommend that no more than 7% by weight pass the number 200 screen as tested by ANSI/ASTM D-1140 test procedure. Other material may be used for the ' construction of the structural fill section if approved by the soils engineer or engineering geologist. All fill should be placed in uniform horizontal lifts of six- to eight- inch loose thickness . Each lift ' should be conditioned to the optimum moisture content and compacted to the specified minimum density before placing the next lift. We further recommend that all utility trench backfill be compacted as specified ' above. Earthwork should be performed under the continuous supervision and testing of Bradley-Noble Geotechnical Company to ensure compliance with the compaction requirements. Placement of fill sections on slopes greater that 4: 1 (horizontal to vertical) will be benched as directed into the native soils. Height and width of the bench will be determined in the field by the soils engineer or engineering geologist. ' Unrestricted slopes shall not exceed 2 : 1 (horizontal to vertical) for fill embankments and cuts that expose native soils . All fill slopes will be rolled. The project's civil engineer is responsible for the protection of the constructed fill slopes from uncollected runoff. We recommend that all ' cut-and-fill slopes be seeded as soon as possible after construction, so that vegetation can protect the slopes from sheet washing. No fill is to be placed during periods of unfavorable weather or while the fill is frozen or thawing. When work is stopped by rain, placement of fill will not ' resume until the soils engineer or engineering geologist determines that the moisture content is suitable for compactive effort and that the previously ' placed fill has not been loosened. The contractor will take appropriate measures during unfavorable weather to protect the fill already placed. Measures that may be required include limiting wheeled traffic ' and grading to provide temporary drainage of the 1 1 ' 91041601 Page 7 of 8 1 fill. At the direction of the soils engineer or ' engineering geologist, the contractor will be responsible for the removal and reworking of fill that has softened or has less than the required compaction. LIMITS OF LIABILITY BRADLEY-NOBLE GEOTECHNICAL COMPANY is responsible for the opinions and conclusions contained in this report. These are based on the data relating only to • the specific project and locations discussed herein. This report was prepared within the standard and accepted practices of our industry. In the event conclusions and recommendations based on these data ' are made by others, such conclusions and recommendations are not the responsibility of the soils engineer or engineering geologist unless he has ' been given an opportunity to review them and concurs in such conclusions or recommendations in writing. The analysis and recommendations submitted in this ' report are based upon the data obtained in the explorations at the locations indicated on the attached plan. This report does not reflect any ' variations that may occur between these explorations . The nature and extent of variations between explorations may not become evident until construction is underway. ' We recommend that Bradley-Noble be given the opportunity to review the final plans and ' specifications for soils work. This is to verify that our geotechnical engineering recommendations have been correctly interpreted and implemented in the final ' design and specifications. We also recommend that we be retained to provide geotechnical services during ' the foundation • ' construction and trenching. These services would include review of backfill operations, excavations, and other geotechnical considerations that may arise ' during construction. We would observe compliance with the design concept and project specifications. If the subsurface conditions differ from those anticipated in 1 1 1 1 91041601 Page 8 of 8 1 our explorations, we would also evaluate changes in ' construction specifications. BRADLEY-NOBLE GEOTECHNICAL COMPANY ' Report prepared by: RevieQ3M ` oved by: 4S whi AS o• � ft." h David C. Strong J. %-9 ' Lei.; �4 'h. D. , P.E. 1 Engineering Geologist SS/ONAt ENG 14 May 1991 1 1 1 1 1 1 1 1 1 1 1 1 BRADLEY-NOBLE GEOTECHNICAL, INC. JOB: LOT 1 OUALHEIM 2401 BRISTOL COURT SW #C-5 JOB #: SU:U-4 OLYMPL1, WA 98502 PHONE: (208) 957-7883 TESTING BY: DGS I TP-4 OFFICE WAREWOUSE 90'X 100' ,111•01•••••••• I TP-I I TP-2 PARKING I - TEST PIT LOCATIONS SITE PLAN NTS 1 1 TEST PIT LOGS Pioneer Roofing Company warehouse and office. Test pits excavated and logged 19 April 1991. Test Pit One: 0 to -0. 7 feet Sod and topsoil. 1 -0 . 7 to -5 .0 feet Mixed fill of silty gravelly sands, bottom two feet loose and caving into the excavation. 1 -5 . 0 to -6 . 3 feet Organic fill of buried topsoil and roots . -6 . 3 to -7 .5 feet Firm blue silty sands . No ground water or seepage. 1 Test Pit Two: 1 0 to -0 .5 feet Topsoil. -0 .5 to -2 . 5 feet Firm mottled reddish brown and gray very silty very fine sand. 1 -2 .5 to -4 . 0 feet Very dense gray subglacial till. Refusal at -4 . 0 feet. No ground water or seepage. 1 Test Pit Three: I 0 to -0 . 8 feet Sod and topsoil. -0 . 8 to -1.4 feet Buried bricks. -1.4 to 3 . 8 feet Loose fill, silty gravelly sands . ' -3 . 8 to -5. 3 feet Organic fill, topsoil, roots, and large limbs . -5 . 3 to -8 . 0 feet Firm reddish-brown moist silty ' sand grading into gray and yellow brown very silty very fine iron stained sand. Seepage at -5.3 feet. 1 1 91041602 Page 1 of 2 1 1 1 1 91041601 Page 2 of 2 1 Test Pit Four: 1 0 to -0 .5 feet Sod and topsoil. -0.5 to -2 . 6 feet Loose fill, sandy gravels and gravelly silty sands . 1 -2 . 6 to -6 . 3 feet Organic fill, topsoil and strippings . -6 . 3 to -7 . 8 feet Firm gray fine sandy silts and 1 silty fine sands . . No ground water or seepage. 1 . 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 nr (4,.n@.N,-r:rr b ,..;.,+.r:r(r. itfr :,-41..-1, elate , yr'-',:,:4-541£ Certifi0 , ,i, , „ ,-g„,, ,” i _•® _ t 4', _ ilk. ah`' AV i:7"41,-,."31.4,',14-11 of 1: i. .,m, C!TyY9 ` BREMERTON' kI occupancy ,It C Department of Community Development ;'• I. This certificate issued to the requirements of Section 110 of the International Building Code, as adopted by the Bremerton Municipal Code, certifies that at the time of issuance this structure Icomplied with the requirements of the code for the occupancy and division of occupancy and the use for which the occupancy is classified. Issuance of a Certificate of Occupancy shall not be construed is as an approval of a violation of the provisions of any building code or of the other ordinances of the City of Bremerton. t ISSUED TO: PIONEER ROOFING SUPPLY LLC 1. SITE ADDRESS: 5222 1ST ST • 4,- OWNER: PIONEER BUILDERS SUPPLY CO INC P.O.Box 419074 I' RANCHO CORDOVA, CA 95741 1: ,;: Type of Occupancy Code Sprinkler Construction Classification Occupant Load Common Use Edition Req'd_ - f, V-B SPR S-1/B 39 STORAGE IBC:'2012 Y WAREHOUSE . Permit Number: BB14 00098 Date: 04/09/2014 Business License Number: 29496 . /CI ' -, ° . L , i ,. .Iean� ie Vaughn, Building 0 ficial Special Conditions: • 1111,. ,.•. . . i .'r BUILDING PERMIT 5222 1ST ST INSPECTION CARD PIONEER ROOFING SUPPLY v LLC - OCCUPANCY PERMIT "j.ciT,Y OF PROTECT THIS CARD FROM THE WEATHER BREMERTON Building Plumbing L Mechanical 0 Alarm/Sprinkler This Placard must be posted on or near building and the Permit&"Approved" plans must be at the site. Permit # BB14 00098 -D :40 it Call the following Agency Telephone Numbers for -Property lines shall be properly identified and marked before inspections: foundation footing inspection..Setbacks are measured to the Building Department Inspections: (360)473-5870 finished wall structure. Water-Public Works: (360)473-5927 -Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. PW-Public Works-Engineering: (360)473-5270 -Permit,approved plans,engineering,and inspection card shall Kitsap Public Health: (360)337-5235 be on site during construction or Reinspection Fee may be Fire-Fire Department: (360)473-5386 assessed. L&I-Dept.of Labor and Industry: (3601415-4000 Inspection;'. .; APP DATE • Notes' WATER-Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) fpr(Eac( Ua iiner- ./ihq Final Inspection -Building 60,4 _Lam- Certificate of Occupancy Issued by Community 8�/, Development "- "Z''l FINAL BUILDING (360)473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page I of I b b lq 006Zone - r 7i,i41:(V .:;.. -. A:c.: 1 CD ,, i :` ; PERMIT CEN TER FEB 2 7 2014 . }I COMMERCIAL �ri�- I .'C.1tY{OF ° '" i BREMERTON; Building Permit Application City of Breme on,0 Department of Conununity Development* 345-(ith Street.Suite(i00 * Bremerton,WA 98337-1873 (360)173-5275 Fax(360)473-5278 t+w c r brcmerton wa uti ita d 1 .OrtA; ` A k iir 4 Z i - ` a Business Name: Pz01C f na SoP Pl Uc-^ �? Site Address: saalat .,lsi- 5k-re-or Imer ham( w gik3 la— To apply for a property address,contact Public Works at(360)473-5270 VA TRACTOR: OWNER:(r''; (A\ Ca Addre : Address: City,State, '.• City, State!Zip: li)LksS License#& Ex. 4. -• Phone#: ( ) . Contact N.•- Authorized Agent Name: Cont.- 'hone#: ( Address: ail address: City, State,Zip: Tax ID/Parcel#: 35) 6,-000 _col-0005 Phone#:( ) I J Sewer I I Septic Email.address: i i k ` * i tr et a Alterattonh mom illfhat�ts�#�e*,al?p�ic��t�la_n,�fox���(Pi��se�claee�):E ",��,4,.� ;�e.�!��9!ls.'� 1?.1 �t�. .� ��- 11 NEW COMMERCIAL I I TENANT IMPROVEMENT WITH WORK fL 1 1 COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK / 6 fail 0 cc.. Pe on, l J COMMERCIAL ADDITION NEW SIGN I COMMERCIAL REPAIR ( GRADING(Cubic Yards: ) NEW MULTI-FAMILY I I REROOF DEMOLITION Interior Exterior**_Foundation Wall** Roof/Section** 4t **Separate demolition permit and fees required. (//l ` Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. EI OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YESI NO I I (((///��v ihL 69 a 1 Scope of work proposed: ( ..Scy serine ;)rtaefcci:. (.._)a----- Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee Surcharge Total Fees _ ..__�_. ._----•* --- 1 5ca. Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans and other data • submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time • for action by the applicant for a period not exceeding 180 days on request by the applicant,showing the circumstances beyond the control of the . applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. ,/ 2-17-/7 Applicant's Si nature Date • • • Rev.July 2008 CGSe k.is p C7YP", • • 2128/2014 Print Parcel Search Map Kitsap County Parcel Search {. 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',74,, czN? n',,,,.., .'-. a, 1 tO LC) .2" 6;CQ'-' • "-. 1 •... 1 1 1 N t.. .. ..,.., ....,..... ,.... „., t / , .; 1. .. .....''4., , 0‘ , I 1.. ..., I r,,, = l•i ': .... • - a 7.*-4 1 1 11 iliC. • ' 11 i 1 . 0 t " I - i 1 T 1.-,) At • \w.}i ''''\ i i 1 — 4,6 1 i , \ 1, • 'il i 1 '4 , • ,...,.., .... . : , • , .. ts,,. i 1 I ...;,.],,,',.,r;,*4;,' ". ;3•4.:' • : 1 1 : ''''''':''''\: .„,.1.'1,:•,., ,7,•:...,-.J.:4- c.,.,',';'••••"• 1 1. 0 i .1 1 • 1 ' \ 1 1 1\1 • , 1 - Lk i I 1 . a • f 1•- 1 1 1 • .7 i7 me, 1 ............---* ii, i _ ".• 17",G • 1 1.,,a I, 7 H 1- 1 1, ,„ 0 1, _________._ .., ,......- 1 ' 0 . .-• -. •-,,,.._ • i,' ' • • • • City of Bremerton PERMIT NUMBER: BB14 00098 • /, Department of Community Development DATE ISSUED: 03/04/2014 ' 345-6th Street,Ste.600,Bremerton WA 98337 CITY OP SITE ADDRESS: 5222 1ST SI' BREMERTON` (360)473-5275 Fax:(360)473-5278 • ASSESSOR NUMBER: 3826-000-001-0005 ZONING: CITY Name Phone Address Access Code APPLICANT: PIONEER BUILDERS SUPPLY CO INC 916-974-6455 4290 ROSEVILLE ROAD TD8ZB-BMEZY NORTH HIGHLANDS,CA 95660 OWNER: DAVIS LARRY J TRUSTEE PO BOX 9326 QV4XN-P5VSN TACOMA WA , • CONTRACTOR: ❑ • LENDER: • • SUBMITTED: 02/28/2014 APPROVED:, 02/28/2014 EXPIRATION: 08/31/2014 STATUS: ISSUED VALUATION: $56.00 Occupancy Permit(Business License-No remodeling) • PIONEER ROOFING SUPPLY LLC PIONEER ROOFING SUPPLY LLC-OCCUPANCY PERMIT • Building Permit $56.00 • �, �., Building,Code Edition: TOTAL FEES: $56.00 Occupancy Group: S-1/B • it Type of Construction: V-B SPR Flood Zone: • Setbacks,: ////:(F/L/RT/R/O) • • • Sanitation Method: Numberof Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 •HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction.I hereby certify that I have read and examined this permit and know the same to be true and correct.All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: `rj tl. tA ' • DATE: `j` lki C�6vA,(�� .• CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. • • Printed by:Mountjoy on:03/04/2014 10:07 AM Page 1 of4 • City of Bremerton PERMIT NUMBER: BB14 00098 Department of Community Development DATE ISSUED: 03/04/2014 CITY OF 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS: 5222 1ST ST BREMERTON (360)473-5275 Fax:(360)473-5278 1. ns DCD-47) DCD:Reinspection Fee:Alls,approved platthe printed building permit,and the permit inspection placard,are required to be / ( P on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans arc not available on site,or the work is not ready for inspection,approval will not be granted.In addition,a re- inspection fee will be charged and must be'collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 2. (DCD-02) DCD:Validity of permit.The issuance or granting of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 3. (DCD-01) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington Department of Labor and Industries(L&1)regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences).For more information,please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.lni.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. • , LEAD-BASED PAINT:A contractor or person receiving compensation who is performing renovation,repairs or painting on a residential building or a child-occupied facility built before 1978,must be trained and certified by an accredited training provider,and registered as a Renovator byithe Washington State Department of Commerce-Lead-Based Paint Program. For further information please contact:The Department of Commerce website at:www.commerce.wa.gov/lead,or call: (360) 586-LEAD(5323). CONTRACTOR:A contractor?s registration issued by Washington State Dept.of.Labor&Industries is required for anyone ' who contracts or submits bids for construction work,including new construction,alterations,repairs,or anyone who consults or superintends,improves,demolishes,develops residential property for.sale,or?flips'?houses.Contact L&i at(360)415- 4000 for information. 4. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a year has passed with no activity. 5. (DCD-l4) DCD: Approved Plans,Engineering,Site plan,Permit,and Conditions shall remain on site and be available for inspection. / —, Any changes to plans shall be approved before construction is performed.Architect or engineer of record shall approve the change before submitting a revision.A revision is subject to a revision fee and additional fees for plan review and inspections. 6. (DCD-08) Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. Residential plumbing work may be performed by a Level 01 or:Level 02 Journeyman Plumber licensed in the state of Washington.Single family residential plumbing work may be performed by the owner. 7. (DCD-10) A separate electrical permit issued through Labor&Industries(L&I)is required for any new,modified,repair,replacement, service,maintenance,or temporary installations.Electrical work is inspected by L&i prior to cover and the framing inspection.Contact L&I at 360-415-4000 or www.lni.wa.gov.(RCW 19.28) 8. (DCD-58) To satisfy public records retention requirements and public disclosure requests,a set of as-built plans in electronic format shall be submitted to the Building Dept.before the final building inspection is scheduled.The format may be in.pdf (preferred),.jpg,or.tif electronic files and submitted on CD,flash drive or other acceptable method as determined by the information technology specialist.As-built plans include the civil drawings,site plan,floor plans,construction and structural drawings,and facility systems. 9. (DCD-51) Certificate of Occupancy:A Certificate of Occupancy must be issued for the building prior to use and occupancy.Please call (360)473-5870 to schedule the required final building inspection after the final Development Engineering,Public Works, Planning Department,Health District and L&I Electrical inspections have been performed and approved.OCCUPANCY? Certificate of Occupancy inspections by Building and Fire Departments after the occupancy is stocked and stored and before • opening to the public may be requested by email at Michael.Six@ci.bremerton.wa.us or(360)473-5870. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description ;, WATER-CROSS CONNEC WATER-Potable Water Backflow Prevention(domestic,fire sprinklers,irrigation) FINAL-BUILDING Final Inspection-Building C OF 0 Certificate of Occupancy Issued by Community Development Printed by:Mountjoy on:03/04/2014 10:07 AM Paec 2 of 4 City of Bremerton PERMIT NUMBER: BB14 00098 Department of Community Development DATE ISSUED: 03/04/2014 CITY of ,r 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS: 5222 1ST ST BREMERTON 1 (360)473-5275 Fax:(360)473-5278 FIXTURE LIST Qty Fixture Type Qty Fixture Type 0 C-AIR-HANDLING 10K+ 0 C-BACKFLOW<=2"DIAM 0 C-AIR-HANDLING 10K- 0 C-BACKFLOW>2"DIAM 0 C-BOILER<=100K/3HP 0 C-BUILDING SEWER 0 C-BOILER>1.75M/50 HP 0 C-CLOTHES WASHER 0 C-BOILER>100K<=500K 0 C-DISH WASHER 0 C-BOILER>IM<=1.75M 0 C-DRAIN PIPE CHANGE 0 C-BOILER>500K<=IM 0 C-DRINKING FOUNTAIN 0 C-BROILER 0 C-EYEWASH 0 C-CLASS 1 HOOD 0 C-FLOOR DRAIN 0 C-CLASS 2 HOOD 0 C-FLOOR SINK 0 C-CLOTHES DRYER 0 C-HOSE BIB 0 C-COMPRESSORS 0 C-INTER-GREASE 0 C-COOKING APPLIANCE 0 C-INTERCEPT-INDUST 0 C-DEEP FRYER 0 C-LAWN SPRINKLER 0 C-DUCT CHANGE 0 C-PLUMBING EQUIPMENT 0 C-ELEC FURN/HEAT PMP 0 C-ROOF DRAIN 0 C-EVAP.COOLERS 0 C-SHAMPOO SINK 0 C-FAN. 0 C-SINK 0 C-FIREPLACE,GAS 0 C-SUMP PUMP 0 C-FIREPLACE,WOOD 0 C-TUB/SHOWER 0 C-FURNACE<100K BTU 0 C-VACUUM BKR(1-5) 0 C-FURNACE>100K BTU 0 C-VACUUM BKR>5 0 C-GASPIPE SYSTEM 0 C-WATER CLOSET 0 C-GRIDDLE 0 C-WATER HEATER 0 C-LP TANK 0 C-WATER PIPE CHANGE 0 C-MECH EQUIP 0 C-PIZZA OVEN 0 C-RANGE TOP 0 C-ROTISSERIE OVEN 0 C-UNIT HEAT 0 C-WATER HEATER GAS 0 C-WOK • 0 C-WOOD CHARBROILER Printed by:Mountjoy on:03/04/2014 10:07 AM Page 3 of 4 • • City of Bremerton PERMIT NUMBER: BB14 00098 Department of Community Development DATE ISSUED: 03/04/2014 etrr o v 'r" 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS: 5222 1ST ST BREMERTON (360)473-5275 Fax:(360)473-5278 • • • Printed by:Mountjoy on:03/04/2014 10:07 AM Page 4 of 4 • 11101Mrill".410007"111 " rr Gateway to the Olympics and Home of the Puget Sound Naval Shipyard March 15, 1994 Mr. Jim Davis Pioneer Builders Supply Co. , Inc. 5401 South Tacoma Way Tacoma WA 98409 Re: 5222 First Street landscaping. Dear Mr. Davis: To follow up our phone conversation today, it has been brought to our Departments attention that the landscaping at the Pioneer Builders Supply located at 5222 First street, Bremerton has died and vehicles are now using the area for parking. I 've enclosed a copy of the approved landscape plan for your use. The landscape plan shows the planting of fifteen 5 '- 6' Douglas Fir trees and 4" English Ivy planted 12" on center as ground cover (non-living ground cover can not exceed 40%) . This landscaping is a requirement of Bremerton Zoning regulations. You indicated that you would have this landscape plan re- implemented by April 30, 1994 . Our Department will reinspect this site to verify compliance with this plan. If you would like to discuss specific landscaping regulation or suggestions as to how to get the best performance from your landscaping, please contact me at (206) 478-5275. Sincerely, Jack All . ham Senior P anner 239 4TH STREET ■ BREMERTON,WA 98310 An Equal Opportunity Employer 2165 'IdU (U OFFICE USE ONLY • CITY OF BREMERTON OFFICE USE ONLY Receipt# U-.,, '- r 1 Initials - A TAX & LICENSE DIVISION • Lic.# • 239 Fourth Street Fee Due />-?() Initials /1/0 0 Bremerton, WA 98310 • D.I. • $30 Bus.Lic.Application Fee (206)478.5311 (PRORATED) BUSINESS LICENSE APPLICATION (Make Checks Payable to City Treasurer) • (or General Regulatory License Application - Lic. Fee Due $ ) • Firm Name: Pioneer Builders Supply Co . , Inc . Owner Name: Larry & Arlene Davis Addres_. 5222_ I sj. SEre--L Home Address: 3180 . 37th Ave, S . W. City/State: Bremerton , W A Zip Code: 98312)' City/State: Federal Way WA zip Code: 98023 Tax Returns To Be Mailed To: 5401. South Iiirllnetoa Way Tacoma , WA 98409 Date Business Started in City: Z'e b r u a r y 14 1 9 9 28us.Phone: 373—7000 Home Phone: 383-1321 Nature of Business: Wholesale Roofir►tc . • • (Designate whether Retail,Wholesale,Manufacturing, Service,etc.,and specifyProduct or Service provided) . 27Q-024-.222 Type of Ownership: Solq Owner ❑, Partnership,❑ Corporation.L� ;, +State UBl.No.: _ . Corporate Headquarters Phone: 474•=6000 Contractor License No.: • Kitsap Co.Assessor's Tax Accnt.No.; Names/Addresses/Phone of Partners or Officers of the Corporation: Larry J. Davis 31801 37th' Ave . S . W. 8 8 8-13 21 Arlene Davis 31801 37th Ave . S . W. ' :888-1321 A . H. Sannes 31643 37th Ave . S . W. 838-2134 . Lenora Sannes 31643 37th Ave . S . W. 838-2134 Will you be remodeling/altering an existing building for your business? Yes ❑ No Square Footage 4 If tenant, property owner's name: Number of Employees: HOME OCCUPATIONS ONLY (If not, go to PERSONAL DATA Section) Do you operate this business out of'your home? Yes ❑ No ❑ If so, will any person be employed at the home other than a resident? Yes 0 No 0 Will all equipment associated with your business be kept within your house/garage/outbuildings? Yes ❑ No ❑. , ' Will any sales be made on the premises (other than goods which are manufactured, processed or assembled on the premises)? Yes 0 No 0 . I have read and agree to abide by the Home Occupation Regulations of Bremerton Zoning Ordinance Ch. IV, Sec. 9. .Yes ❑ No 0 Not Applicable 0 u sa 'it 't: *.',:r * * 5'7 * * * * * * * r * * * * * * * * * t'7 * * * * * * * * * it * * 1st * * * t'7 *.* * *i * * * t * * * * PERSONAL DATA SECTION: REQUIRED OF ALL APPLICANTS (FOR CORPORATIONS: An Officer Must'Complete This Section): . PERSONAL DATA: Other Names Used: A.r 1 0.II r `t:, v Birthdate: fc.Sec..No.: - - Birthplace: Seattle, Was h i n f,t o n ' Driver's Lic.No.: 'i®11. Verified 0 Addresses forPast5Years: 31801 37th Ave . S . W. Federal WAy WA 98023 Personal Reference:(Name/Address/Phone)Honty hlooee 19505 Winesap Rd . Bothell , WA 98012 • Emergency Contact: (Name/Phone' Jim bAti(5 9 SZ-S'2.32_. 2. .Tnp Davjq 56(,-9/ ?1 The undersigned hereby certifies that the information provided on this application is true and correct,to the best of his/her k o 'edge under_penalty of perjury under the laws of the State of Washington: Print Full Name:Ari 1 e n e Da v.,i s Title: Corp . Sec/T r e c. • Signature, '�._ %I.,. . &' • (_-b :::- DO NOT OPERATE UNTIL YOUR LICENSE IS ISSUED ' • DATE February 6 , 1992 ;:r ,fr it r. * ',r * i[ * ti?,.t7 . t} * it i {t * * * * u fir * >h * t7 Yr *• * * * * * * * *...* ** * * * * * * * * * * * *.Y5' * j OFFICE USE ONLY; • • BUSLIC 1 Department Remarks: • 4 h.. . , I l'.1 TARETAIL BUS ID# TBWHLSLE • ' t TCSERVCE • Zoning Class TZPENLTYPROP ID# 1'95 /Deme . Date 2 "r( ...4"—' -MPs WHITE—BUSINESS LICENSE DIVISION/CITY CLERK CANARY—PLANNING/BUILDING PINK—FIRE GOLDENROD—POLICE r • • NUISANCE COMPLAINT ADDRESS: c�-- 1 ) COMP. NO. cvv0 DATE ACTION COMPLAINT RECEIVED /,/ O COMPLAINT INVESTIGATED ACTION TAKEN REINSPECTION FURTHER ACTION SUSPENSE OTHER COMMENTS: C.s....`tek v S c `1-444. 6 D1C.5(i lJ Y 6 1 7\ Com✓\' '�1 MockAk 1:)l l Lot, 10 y l 3 c1 1`�Arrack.‘ 1 complain-Jac • —'^.— • -- • CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 286 FOURTH STREET BREMERTON, WA 98310 COMPLAINT FORM DATE RECEIVED: 7 / D l 9 COMPLAINT NUMBER: ( O —q (-1 LOCATION OF VIOLATION: cp� / TAX ACCOUNT NUMBER: --T OWNER'S NAME: i OWNER'S ADDRESS: V CITY &STATE: NATURE OF VIOLATION ti I :-1 • COMPLAINANT'S NAME: PHONE: COMPLAINANT'S ADDRESS: ACTION TAKEN INSPECTED BY: DATE: RESULTS P . O. 0 X 8 2 0• T R A C Y T O N, WA . IMPORT' ::,i0ii CARS . _� • em . •>::::- 5 9 8 3 9 3 J • March 4 , 1994 Department of Community Development 286 - 4th Street Bremerton, WA 98310 Gentlemen: I note that the Pioneer Builders Supply Co. at 5222 - 1st Street has not completed its landscaping along 1st Street , as required by City of Bremerton ordinances, and is using most of the landscape area for car parking . This makes an eyesore along 1st Street , depreciating the value of other properties in the Bremerton Auto Center area. Sincerely yours, ////-41 William C. Smith rg 14( mr r CERTIFICATE OF OCC PAN U CY CITY OF: BREMERTON • :. :BUILDING DEPARTMENT PIONEER BUILDING SUPPLY,. lacaled acl 5222 - 1st Street °Tae notion, .Waa`tmarion ce410ea i/ e-lhe attar wee may de(weft/dee/math ao fieaviasana claw 3add'ng of die Wily of Ste/me/don as hem fav TYPE • TYPE OCCUPANCY. CONSTRUCTION OCCUPANCY LOAD COMMON USE' 7 VN . B2 39 Warehouse/Office February 7, 1992 Madding egiciai David -A: Nelson. This certificate must be posted and permanently maintained in a conspicuous place Permit No: 12148 ' '> �. '� . ‘.-((): 0 7 u 2165 . OFFICE USE ONLY, . . • • CITY-OF,BREMERTON OFFICE USE ONLY ,,:'. . Receipt# u� `, ! `� .:.1(' Initials ,,'%'•• TAX & LICENSE DIVISION Lic.# A-) • 239 Fourth Street : ' - Fee Due• -7/:: ?1) " Initials A%l Bremerton, WA 98310 D.I. $30 Q (206)478.5311 Bus.Lic.Application Fee . ' ' . (PR°RATED) BUSINESS LICENSE :APPLICATION ,. (Make Checks Payable to City Treasurer) . (or General Regulatory License Application -.Lic. Fee Due $ `. • • ) •Firm Name: Pioneer Builders Supply Co. , In.c . • OwnerName: Larry & ,Arlene Davis. Addres_. 522a . f 44' SL-ree+ ' Home Address: 3180,1::-37th Ave,• S .W. - Bremerton WA 983121: F.ederal. Wa WA 98023 • City/State: Zip Code: City/State: y Zip Code: Tax Returns To Be Mailed To: 5401 South 'BurlinQton Way Tacoma , WA . ' '98409 Date Business Started in City: February 14 1092,-b373—.7000 us.Phone: Home Phone: 383-1321- Nature of Business: Wholesale . Roofing (Designate whether Retail,Wholesale, Manufacturing, Service,elc.,and specify Product or Service'provided) 278-024-.-222: Type of Ownership Sole Owner q Partnership,L1 Corporation [l1 1State.URl No - r - • p , q , 47.4'-6000 s' Corporate Head uarters Phone: Contractor License No::' • Kitsap Co.Assessor's Tax•Accnt:No,;,: • Names/Addresses/Phone of Partners or Officers of the Corporation: Larry J. Davis 31801 37. t h' ''A v e . S . W.•.' '8,$$'-13 21- Arlene Davtis .31801.. 37th Ave . S :W. 48$8'- '1321. ` ; . . AMI.. Sannes 31643 37th Ave . S .W. 838—.2134 Lenora Sannes 31643 37th 'Ave . S . W. 838-2134 . Will you be remodeling/altering an existing building for your business? Yes ❑ No l Square Footage •• 4 If tenant,property owner's name: ;:Number of Employees: ' . HOME OCCUPATIONS ONLY (If not, go to•PERSONAL DATA'Section) - . ' Do you operate this business out of your home? Yes ❑ No ❑ If so, will any.,person be employed at the,home'other than a resident? Yes L •No ❑ Will all equipment associated with your business be kept within your house/garage/outbuildings? Yes ❑ •;,No ❑ . Will any sales.be made,on the premises (other than goods which are manufactured;processed or assembled on the premises)? ' Yes ❑ No 0 . I have read and agree to abide by the Home Occupation Regulations of Bremerton Zoning Ordinance Ch. IV, Sec 9 Yes O. '.:No O. Not Applicable p . . .r s:: 73r',r7, 7:r1!Y541S *.s4' ri7 " *:*, * * * * * * * * * * *7: x417.x4.* t7 *. 7 * * *'t7 �'7 .** *-t7 * *i �7 * * �7•* ET * �'7 PERSONAL DATA SECTION: REQUIRED OF ALL APPLICANTS . (FOR CORPORATIONS:.An Officer Must Complete This Section) _ •- • PERSONAL DAT_A: .Other Names Used: - Ij r 1 c q o i a v - ,Birthdate:'-1 0/0/41 Soc Sec_,No ,S`t 7—4(l 7 3 h 0 • ,.;--- • Birthplace: Seattle , • W a s h i n s;t o n Driver's lit'No.: -•D A VI SA R5 9'514'7,. Verified❑. Addresses forPast5Years: 31801. 37th Ave . S . W, Federal WAy 141.\ '.9.8925:,.,. • . Personal Reference:(Name/Address/Phone)M 0 n t y Mo we e • 19505 id i n e.s a p R d . Bothell WA . 98012 • • : . Emergency Contact:(Name/Phone' aim IJivfs�_9 SZ-SZ3Z 2. .ToP 1)E.yid; S6t —94? 1 ,. The undersigned hereby certifies that the information provided on this application is true and correct,to the best of.his/her:k o ,edge under eg`y of,perjury uh`der the laws of the State of Washington: '.' Print Full Name A rl e n e Day s Title: .0 6 r p .. Sec/Tr e c. ' Signature .-1 \' ',11 "-_1-'1) i ',' D0. NOT OPERATE UNTIL YOUR LICENSE IS ISSUED DATE February 6 , 1992 it it it ir. r ,,r -r ,-r.* „.x4 *2.* * * *•*• 'r * * * * * * * i4 *.*.*.•* * * *:.* *_t7 *.* *;*.•;4 *:x4, 7 * x4 tr * * * *.* * * 4.-.,.,*::* OFFICE USE ONLY: ,. BUSLIc Department Remarks: ' J4ik.lfrJ ''� r' ' TARETAIL •: BUS ID# TBWHLSLE . . . , • �r;f • TCSERVCE- "" Zoning Class • TZPENLTY '•• PROP ID# pro /Deme :...r • Date -(( -L- . • ' . • ,. . . . _ ,.. ._ • . LA°\rd-- — uArArd-- WHITE-BUSINESS LICENSE DIVISION/CITY CLERK CANARY-PLANNING/BUILDING PINK-FIRE .GOLDENROD-POLICE om---- 9) - (-)5d` City'of BremertorL BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION ' PLANNING:478.527: • AND LAND USE Building Department REQUEST FOR OCCUPANCY APPROVAL TO: Building Engineering Water/Wastewater Business License fire 'Planning .Traffic Wealth Dept, Please review this request for approval to occupy the following structure and return to this. department by 2/T/92 Thank you. Permit Technician: Janet Lunceford Date: 1/30/92. * * * * * * * * ,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A Name of Building Pioneer Warehouse Name of Tenant same (if applicable) Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) Address C.L.______::::222 - 1stStreet Contractor Simon Construction Permit a 12148 Permit Date 7/11/91 Type of Construction VN . Square feet • 14750 Use Warehouse/offices Type of Occupancy B2 • Occupant Load 39 * * * * * * 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IV Comments: ll% ,r,?A1-,) �= -'- -== .r _ �_-_:11i C�-:7"_-�-..-..4.li41!�►'.(� %iii • If p !�� �, sof ►' it ' ' 4Yi%r, ' ' 6 -A 4i 2- Approved /Disapproved Q By: /1.r„fit 0 ...-C�,r, Date: fr3F/F-- . 817 PACIFIC AVENUE • BREMERTON, WASHINGTON 98310 x'11. � i BREMERTON BUILDING DEPARTMENT I PERMIT• APPLLCATION . Application hate 06/12/1991 Application Number 91AP03544 Issue Date Permit Number Assessor Acct # 162401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - Street 5401 S . BURLINGTON WAY - City TACOMA a ;3; gx`g-b'°' ate WA Zip 98409 - Phone ( 206),..,474-6000 ,, Tenant 's Name ''� �r. . :.. tl,y; �4rt. Phone(206) - Agent ' s Name '` s+�� t 4 �. 4 « "'9Phone( 20 6) - Architect ' .� ! 1y '' �- 444144.,04, 0 v44 r 0 '1 Architect 's Nan- [X] Building [p,a ] Grading [....4 j Sign � n , `� [ ] Mechanic ' ?. .. Move [ ) y$:.z l ding [ ] "'Burning v.!` 7°, �` ( �] Underground [ ] Plumbing" V j =Mobile Home [ ] Land ,Clear [ ] Demolition -i Buil ding Contractor ; . �1 . p,P, , \, i,1 nd 41 r�,i t +' 'l tip, :y-'"n : 1 ..,-J ,,::',;1: • / 0'';'!:siqgt:%ftt ;',4e,'.' 1 ',K. Contractor �•-• SIMON CONSTRUCTION "-' '� Street 10317 SUNRISE BEACH DRIVE NW rt= • City 4E�+!x.: . ; GIG HARBOR S .. a,- Phone r, ( 206) 884-2010 ;S�State WA Zip 98332 .- -,. s Re res , , �, p eta iv PHIL SIMON c f i a,,,i.4 " lit. State L1§ice�nste ,# %SIMONC*1.OIOS "Expiration Date 09/10/'1991 c 4aae # N'.11.N.,, �� CityLi ense .,,4 , xpi at on Date/ --&4 - '•,,i, 4 »P P 4 14%`-0:°4 '�4. pJ Nature of Work: 14, 750 square foot warehouse t. Zawis`�, /c' , ct/°/o`' ued doer to �,reyneH 7 %n ' ; 4 de ✓ etrAei27 /' //4e :,.Lc...� Cpl / 1'" © wci s � 4 ! � LlpDVG . ' • s msxs 'e - ° +„ - , i Building Valuation ..`etc: $34553'2 . 00" Council District Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [X] Business [X] Type Framing [X] Other [ ] Insulation _ [X] New [X] Plumbing [ ] Repair [ ] Status • Mechanical [ ] Remodel [ ] Code Wallboard [X] Addition [ ] 10 Final [X] . • ��. 1 / e —61 ( .. ,40.,.... 7///y, /_7NU5c.,4,, X, -rt. Fe-"avi/n7 c-- tz_cf) , (9c1 ( 04\(A13-u-z_ \o‘i wc\-_ u6,2,dc„ p1,5 cc4 ov\ OcS C , 2t*V Ja'?AR fi_N 07z -. "✓ w0*'Kv eft, ti • p ;`A .' a �' on Dec ... 1 99.! Devrmy�- z^ _936 E?'-"yL...' Fie $0 . 00 � • Xl? .__,sA. - JIM DAVIS * Curt_.`' c.=':'? Of in.s ranr'e Not "s'.£'-C,twire- Ad Z.:..,•ess'. 5222 _tib.. S'E k GVG`a_ i rt.re'�~es 5222 1 1ST ST A ..�.:''��: _ IS 'HEREBY. _ISSUT D for the _7er^÷.0-1-marce of the fol. owizig _'S,= nR CCC ?Y A ?UBL IC ?_AC_ :.S valid for 90 calendar days comme: cine with .the date o; _h_s oe ,.i ,,._-,. _ss specifically called out under er l Fay o_r s below. This t:ermit sy pcis7..ed on the job size i:? a location accessible to:',.- City EmbloYees . �- -'`.. -n •e_ ng ameba: `-e' 'pus 7 have 24 hours no--ice ;‘',Of the reef: for - cr-e _.''s^ec _o':_. An ins-e:---.o-^ mus_ be ':cite b: ,_or to a..-..L: work CC;.""' _' ..:.�'_C d after coi p_e" o of ;°:e job. ?_^One _7C 52 x 0r. - - ,,job. rn;{ 1__-_._- _.o s THE ,EA WITHIN ..__(1 OF WAY -. s TOR LANDSCAPE 1__ ;_,...'' -\'•J,. -1._ 'Js:J =CR ?.__,_17-.,1. . .:::,.,..._....0,.. ''40..--- -'2 • 16/ 19Q' Co,• •)_ete 12/ 18/199 : cf of rhk 7.o DAYS 1 • • •, . . . • ' • • . . ,. , . . . • • • . • - P . . • . . . . .. . • , .• . " . • • • • . • • . • • . . .. • • . B. FR E: M• E, R .T ...0 N BOIL D 1 N G D E: P A .1:R T 11 FE- 1\1 "I . • .• ' .•• • . . • . • . . . . , . . . . • • ' . P FRN 1: T ; . . . . • - . • , . . • • . . , . . ., . . . . -.".---.--•-•'':'.•""'''''----- -•----"."•••".—'"'':":"—;''•''''::'-.7•••-•••—••',"'•'''-:-'''''•:;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::'''''::::::::::'''''::::::::::::::::-.:::::::::::::::::::'''''::::::::::::::::::::::::::::::::::::::::::::::=::::: ' . . . . • Ap01.i.cat ion Date 09/07/1990 .. .,- . - A pp 1. :1 cat i On Number 9 OPIPCY,2:3 9 1. : I •:•3 S II e )- t e- . . 09/07/1'199 . " - Pc..y:r M:I.t• Nu mtpc::::r 11 2•;:?4 ., -• • . • Assessor Acct it. ...mrs3 --Quo -0 b -5 -0 6 bb pr oject, O au p . • . . .- ..' . !....-.;;I t e I....ocat -.3.on • . 1, 1. 1.9 1..P.,•:?, fp C 1:F:I:C . . .. . IL • f.DwnEF...:r -- La 8 t Nm(.... LI NI)E•:•1‘1 . . \ '.. . F:I.T••••••3 t T 011. . .- MT: . • . -- !....;t r e t• I. 1 1 9-1/2 F) C T.1;IC', • . • • • .. ' . .. . . 4 • . •-- ..0:1.t y . . E3REMER ON - :':.- .'- , ... ----- •St at e WA Z I,p 9831:0 P none •( 2 0(,."-.} ). 373.--03-;„M, . . Tenant '.,....-Fi. Name •-•,„ •' . - - ' • - . ' , " .; • - • ...Ph()nE.......!( 2....f.".)e'..., ).. . — . A g c,...int 's •Nim:•:..:. cl % - " - ! 2„: ': . AD eyne( 206 )• - . Arch:i.t ect•'s Name• - '• . • • EX:): r.....3 LI J. 1,(1].ng .,' .,[.,1 Cir 3(J I.rig: . [ i S 1(...„-„I1: -_-- ,„„- :-.: r .-1 pavi..ng . Me(..: h a n i.(,::a i ' ..1 3- 1eD0c.:. E.3 u I Id:1:m) E 3 BLir ri i rig ..,.,,.'' , r 3 1.J n cle r gr()Lind • .' E. 3 ID.1 u frii:.)I 11 g , :-f. 3 11(....)1)i 1.e Home - r 3 Land.' C:l.ea*.; • [.. j DE..-:-:mol..1.1.; i 0 rl . . . . , . .• , - • ..:', . , . . . ' • -.;! ' ,• . . • . .. • • . . . . • . . . . . . . . , . . J. 1 di hg Cent r ai.:::t.•Or :`, „ . . •. • . ' . , ,.. • . . ... . . . • • . . • ., . . Nor k 'kJ i. 1 1.-",be,..cfpnlp:1,et ed by .owner .. , ... .. . . . - -: . . • • . • , , . . . . • . . • • , . ". . - . • Nat ore .of We rk:.- • ,.- . - , . . . . . . RE:::pa:1.r ..e x t f:::',I'i or Por.f.•;n s, :i.fit e st•I or fl oor rape 1.r , sheet rock • ... ...• ., ', ' , ' ., . . „ . _ . . . . . . , . . . ,„ • . • , . , • . . • . . •. . . „ . , ' . : -. • , ''': , ', '. '. (:k.) I (). :: .: ( 11°1C1" ‘. •. . ' '!.,.'. . . . . . .., , . , , . . . . . , ) . . . . , • E3U I. I di rig - Vi I uat i on', _ $500„00 . • ."' , , . , . . . • . --- .. - . ,- • . , • . .. ' ,• _ • Council., I.)i et:17 let '.. ' 4 . f..':',.,:;:.t fi f.31..18•'Tr act ..- '20$ . . . . • - Const ruction .- ? ; -,$(4' F:eet . -, -:„. . -, ,, - ' • . i rl 8 P(..•::.;C.;t J.one . • ' .. • 'T Ape - • : - - 1' - '-'; , „.„ :-• •„ ,. ' . Recitt i red • „ - ., ., „ • • . . . . • . . . Residence [XJ - :-. -zonstrtc, ..,-,1' r 0 u n d a t I.on [ 3 . .. 13 u s i nc.:•!s 8 1,. 1 . . T y ID e ' ,. • Fr am i ng E X3 . .• . • 0 t hier - . [ 1 . • . ,.. I..rif.'.3 II 1 a t I 0 n r: 3 .„ New I. :I: . . . . • • - • . ' . .piumb:i.ng 1 3 • • . R e pi 1.r • [X-.1 St at us . ' Mo o Fan i - - • FR(....:mode 1 - [ , 3 . - . •• ' codc...! - 1 1 boar(1 f.x] . • • .. Add:I.t :i.on I.. -j ., . • .4 . : F Ina 1 . 11X11 . • , • . - . .. - • ' .-.:....s,....,,- . • i • 1::• (:•:•:,.C.;e J.t,)..e fin.'...1 y:: • ' -. \ Apr)r.0 ts,(....:•:d By. t '• - •.' • !. • . . .,,,,_, . . ; ,- :..-7,-.. •..., - . • • . .. ''. 1 /AAA • :eA, *•---, , - • , • .. . . ._>%.A. ( •:.; Q , 0- ( . . • .. 7.:.....;.,.::,....,•,-,:::::::::::::::::.,-....:::::::::::::::::::::::::::::::::::::::::,...,.''''s:::::::::::,,,,,,,,-.:::::::::::•::::::::::''''':::::::::::i::::::::::•::::::::::::::::::::::::',::::::::::::::::::::::::•::::::;::'''.:'a:::-'”'''..• ' . .., , „,1 ' • . • . . • . . . . . . . , . . . • . • • • ' " . . , . • . . . , . . . ' . • . • . A ' ,,, . . 1r• • , . . . . . . . . , . . • * . . , , • . . • . , .- , .. . • . '. . • • . , . . . .. . . . • , . • „ • • . , • r. i. ta, - if ., i. • r, M4"{"�1 r Ids ,l,. `s 1. 1 ,� -.,, i ,..�. :-'.„--.„.,,..,1,,., ,, „,....,",,r•'1.`,..'-',...1-."1.•.!;14•;•••aS .,„ j ®l'DEPARTMENT OI'COMMUNITY DEVELOPMENT i� ti ; i9 w' Y � r fi � � ,. 'i-,..:',,-,--',.',',-•-_-: ',TT;' r •,;'•'•.''' rir s” i P` a �' � , 'r �� . 4. ti 1 qtr •`.... �i } i 4 F ta`t1 5 ° ; ''...,•.,.7`..:,,,,.- a ;:Yi• •4'•,,,,..,-...-•�� •����� i • ..., S -,,,.'„0,,:i'.'„,,;..%, t f- :i''.::-..•,...:L;-3.:',•...,.• Y •!t„,..7;•;:•.‘!.„,.:','-",•;,;••• -y• ..,4",•<,, . .:oa'�y'i, i 1 rYf ,�" ...,'--7,,;t.. • Y� S } •,.„.:,.„,„1-,,,,,,,:x.„,,,,,,, t t` .it,,, i i .i„..,,..-4.,,,i,„,„_:,,,,.:.,;,,:,,,...-..i..,.... .ire. :- ..'.",•:,;.',:•''''..,,i-,;' ,.,,:',4'''',%,;27.C$.le- 4 r s • Gatewa to the OI rn fcs and Home o the Pu et Sound Naval„Sh1 y y P f $ Pyard st • v, 21 -4•••''''...,:'..sd 5 ,45,' ; s b I e r-+ ',.Y;;•;. ` ., ♦ • to ` x B �U. I L D I N.„,‘,,..;:,:',.:;.-.1-1;:i?-:; ; „• .,,..,1,,r ii , ti,,-', .111;'; w 5 vd.'. r. 7 F t.', •• February .6, 1.992 • • , s�: t §- Tom Linden 'ii.i, �. Tom••, 1/2 Pacific •Avenue {. '' #4x ` � ',.4r,...;:;..:1';',.:;;;;”' 1 °Bremerton,;:WA 98310 .RE Building Permit •#11224 'k Dear; Mr Linden ;: ,•-,-..,-..,„4,..,;,...-2! r It has .come : to' our attention 'that ;your "3':building'.',permit '#11224, located at :11• 19-'1/2 Pacific Avenue, expired on 3/7./91 r .r v, k ':----4.,;;',,,,-,,,,V.-'• y1,'..';'.4.;_',',4'11-.5Y'.':''.'",':!'"::::: °'-4- s , , .,r. - x`45.,...,,,,,,1•-• r ;,,Pursuant' to Section 303(d.) of the:; Uniform Buil'din Code, a permit '` shal.1 become -nul l :and void if,�_work``is r not",commenced •within 180 days 3 • from the: date of issue, or if work `'authorized by' th• e -permit,--;is .:-:'abandoned for 180- 'days after 'issuance. ' Please contact our office at : 478-5275 within 2 weeks ::to :discuss , ';your; ,int;entions. for A this :pr,o,iect, or. rto schedule .x a . fi•n`al 3 K inspection Failure to do so `will result in legal action for ' r , 'vio ation of •.•the`.Un1f0rm :Building Code. i.;' o d Sincerely, • • 4. - F x { x3 h 8 _.;y -. rT 1 a s. r s< 5 1 y $ 4, • • t }a Janet Lunceford �:r � t_.!,.-;-.7:f!•:4'..: ,> 1.. Permit Technician =• { � `,� C C file s,, • ry. f ,•: :,.',,, ,-1,-,-;..,.4,:4',:;`-'.„,:::. . 1 # t.d C A § l' 1 ryz t k� §t r „-•4'.','.',';'!,•,.-4•,--;:..;:•',•.:'', i.!rt A 1 <rz 3. h A > • ,.� 1 � 't ; iV ss t•1,.✓ i � ! i -E 5 aSY '' r t .c r 4't • - a �, • Y13"v^ 3c l':!•'...-1.,..,-,.',,,,, j. ; • �4v,.••;-.';',...•:t?:".;:', 1 � j ` t S' •;',:-,••':'6.,•,`i-,-,•,.. r t n �,ani f a s • y r 286 4TH STREET fit,. BREMERTON W. ‘,?831p,..,...,..:,,,11,,: (206)478-5275 , An Equal Opportunity Employer .. : "m.., a..:_.�...... 's —i,,,,,-'-'-'"'""' _.. .....n.a..c. 3 ='1 .Av�;z..-......>.,.�.w- -'''-- x- INSPECTION RECORD CARD CITY OF BREMERTON BUILDING DEPARTMENT 11774 ADDRESS 1119% PACIFIC PERMIT NUMBER OWNER TOM LINDEN PHONE CONTRACTOR sELF PHONE inameniumuk Asismeanummiiimmina 1 FOUNDATION 1. PERMIT ONSITE. 7. CHECK FOR FILL 2. CHECK PLANS TO PERMIT 8. REQUIRED STEEL JN PLACE 3. CHECK SETBACKS 9: CHECK FIREPLACE FOOTING 4. PROPERTY STAKES 10. ANCOR BOLTS 5. FOOTING WIDTH &DEPTH 11. FOUNDATION VENTS 6. SOIL BEARING O.K. 12. CRAWL ACCESS COMMENTS: FOUNDATION INSPECTION APPROVED BY; FRAMING 20. FIREBLOCKING STAIRS 1.WIRING APPROVED DROP CEILINGS 2.FOUNDATION VENTS TUBS OR SHOWERS 3. SHIELD UNDER POSTS ROOF&CEILING LINES 4. POSITIVE CONNECTIONS FURRED OUT AREAS 5. SOIL TO WOOD CLEARANCE FIREPLACE AT CEILINGS 6. BEAM SUPPORT - HOLES PLUGGED TOP&BOTTOM 7: TR. MAT. NEXT TO CONC. LID IN VOIDS 8. WASHERS ON ANCHOR BOLTS 21. WINDOWS 9. BEAMS PROPER SIZE MEETS ENERGY CODE CLASS 10.;FLOOR JOIST SPAN SAFETY GLAZING 11. NOTCHING &DRILLING REQUIRED FIRE EXITS 12. STAIRS WINDOW:SILL HEIGHT WIDTH 22. CEILING HEIGHTS RISE &RUN .. 23. SWAY BRACING WINDERS 24. TRUSSES LANDINGS PROPERLY INSTALLED HEADROOM` STAMPED 13. ATTIC VENTILATION (upper&lower) PROPERLY BRACED 14. CHIMNEY STRAPS SECURED 25:ATTIC ACCESS 15. FIREPLACE COMBUSTION AIR 26. RAFTER&JOIST SPAN 16. FANS VENTED TO OUTSIDE 27. ROOFING, FLASHING, SHEATHING 17. WATER CLOSET CLEARANCE 2B. SIDING 18. SMOKE DETECTOR 19. SHEETROCK BACKING COMMENTS: UNDER STAIRS ABOVE GARAGE DOOR HANGERS FRAMING INSPECTION APPROVED BY: 2B INSULATION COMMENTS: 1. PROPER R-VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: 1 MECHANICAL HVAC APPROVED BY: } 1. PERMIT ISSUED 2. FURNACE LOCATION GAS PIPING APPROVED BY: 3. FURNACE CLEARANCE 4. 'B' VENT SIZING WD 5. 'B' VENT CLEARANCE 1. WOOD STOVE CLEARANCE 6. 'B' VENT SUPPORT 2. CHIMNEY CLEARANCE 7. COMBUSTION AIR _ 3. HEARTH EXTENSION 8.;DU.CTSIZING 4. CHIMNEY HEIGHT 9. DUCT SUPPORT &JOINTS 10.GAS PIPING TEST WDST APPROVED BY: 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: P PLUMBING 1. PERMIT ISSUED 6. PROPER FITTINGS 2. UNDER TEST 7. REQUIRED CLEANOUTS 3. WATER PIPE SIZING 8. PROPER GRADE • 4. DWV SIZING 9. HWT PRES. RELIEF VALVE &UNE 5. PROPER SUPPORT 10. SEISMIC STRAP COMMENTS: UNDERGROUND APPROVED ROUGH-IN APPROVED BY: ®Y,: 3 WALLBOARD 6. FIRE SEPARATION IN GARAGE 1. LID OVER SIDES 7. ATTIC ACCESS 2. NAILING 8. DRAFT STOP IN ATTIC 3. W/R AT TUB OR SHOWER 9. PROPER CONST. OF FIRE WALLS 4. 5/8 UNDER STAIRS 10. DROP CEILING &LIGHTING 5. FURNACE ENCLOSURE. COMMENTS: WALLBOARD APPROVED BY: 4 FINAL 1. HANDRAILS 9. HOT WATER TANK PRL 2. GUARDRAILS 10. OUTSIDE GRADE HEIGHT 11. SOIL TO SIDING CLEARANCE INTERMEDIATE 12. SMOKE DETECTORS 3. EXHAUST FANS 13. FIREPLACE HEARTH 4. WATERPROOFING IN SHOWERS 14. SAFETY GLAZING 5. DISHWASHER AIRGAP 15. INSULATION 6. FIRE DOORS WINDOWS MEET ENERGY CODE LADLED AS REQUIRED UNDERFLOOR &ATTICE INSUL. SELF CLOSING WATER PIPE &HEAT DUCTS 7. FIRE DAMPERS INSTALLED 16. WOODSTOVE APPROVED 8. PENETRATIONS IN FIRE WALLS 17. WINDOWS &DOORS CAULKED FINAL PLMB. APPR. (comm.) COMMENTS: FINAL MECH. APPR, (comm.) FINAL BUILDING APPR. City'of Bremerton, BUILDING:4 -5281 1/4 DEPARTMENT OF CONSTRUCTION PLANNING: .478-ser: (be] 1 • AND LAND USE Building Department REQUEST FOR OCCUPANCY APPROVAL TO: �Bj�uilding Engineering ,,11 J "Water/Wastewater `'Business License "f re \jam 46kA Tannin g Traffic Health Dept, Please review this request fora approval to occupy the following structure and 2 return to this department by /7 . Thank you. Permit Technician: Janet Lunceford Date: 1/30/92, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ' Name of Building Pioneer Warehouse Name of Tenant same (if applicable) • Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) Address 5222 - 1st Street Contractor Simon Construction Permit li 12148 • Permit Date 7/11/91 Type of Construction VN Square feet 14750 Use Warehouse/Offices Type of Occupancy B2 Occupant Load 39 * * * * * * * * * * * * .* * * *, * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 Comments: , Approved [] /Disapproved Q By: A Date: 817 PACIFIC AVENUE • BREMER ON.WASHINGTON 98310 City'of Bremertort BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION PLANNING:478-5'7: • AND LAND USE Building Department REQUEST FOR OCCUPANCY APPROVAL • TO: Building Engineering Water/Wastewater Business License Fire Planning Traffic Health Dept Please review this request for approval to occupy the following structure and return to this department by 2/7/92 Thank you. Permit Technician: Janet Lunceford Date: 1/30/92. * * * * * * * * * * * "* * * * * * * * * * * * * * * * * * * * * * * *- * * * * * * * * * Name of Building Pioneer Warehouse Name of Tenant same (if applicable) Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) Address 5222 T 1st Street Contractor Simon Construction ''zi Permit Ilf 12148 ►-N Permit Date 7/11/91 • U Type of Construction VN �E� � 3 ��92 ERN,h Square feet 14750 BUILDING nfP�l Use Warehouse/Offices • ��'viilVT Type of Occupancy B2 • Occupant Load 39 * * * * * * * * * * * * * * * *_ * * * * * * * * * * * * * * * * * * * * * * * * * * * , Comments: . r Approved pl-/Disapproved Q B . IL L® ' Date 817 PACTFTC AVENUE • BR.EMERTON, WASHINGTON 98310 City'of Bremerton. BUILDING:its-5281 _ DEPARTMENT OF CONSTRUCTION PLANNING: 478-527: • . vD LAND USE Building Department REQUEST FOR OCCUPANCY APPROVAL TO: Building - Engineering Water/Wastewater ,Business License) Fire Planning Traffic Health Dept. Please review this request for2pp/92val co occupy the following structure and return to this department by 11 . 'thank you. Permit Technician: Janet Lunceford Date: 1/30/92. * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * * * * * * * * * * * * * A Name of Building Pioneer Warehouse Name of Tenant same (if applicable) Owner of Building Jim Davis • Nature of Construction New warehouse (if applicable) Address 5222 - 1st Street "f 7:17 G ' Contractor Simon Construction �! Permit U 12148 Permit Date 7/11/91 15* Type of Construction VN . ,8d1i.D/NG�0 RrOIV no Square feet 14750 "wat Use Warehouse/Offices Type of Occupancy B2 Occupant Load 39 * * * * * * * * * * * * h .* * * * * * * * * * * * * * * * * * * * * * * k * * * * * * Comments: Approved . Ci/Disapproved Q By �f/ i/A, ,/ Dater 3-1N fr, r 817 PACIFIC AVENUE • BRE`1ER1DN, WASHINGTON 98310 City'of Bremer"torj BUILDING:47B-5281 DEPARTMENT OF CONSTRUCTION ' PLANNING: 478-527: • AND LAND USE Building Department REQUEST FOR OCCUPANCY APPROVAL TO: Building j Engineering Water/Wastewater Business License • Fire Planning Traffic Health Dept Please review this request for approval to occupy the following structure and return to this department by 2/7/92 Thank you. Permit Technician: ' Janet Lunceford Date: 1/30/92. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Name of Building "Pioneer Warehouse Name of Tenant same (if applicable) • Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) Address 5222 - 1st Street Contractor Simon Construction P e rmi t If 12148 Permit Date 7/11/91 Type of Construction VN • Square feet 14750 Use Warehouse/Offices Type of Occupancy `B2 Occupant Load 39 . * * * * * * * * * * * * * * * *• * * * * .* * * * * * * * * * * * * * * * * * * * * * * Comments: • • Approved Qr/Disapproved Q By: �" Date: 2 /7/A . 817 PACIFIC AVENUE • BREMERTON. W i-DIJON 9830 - City of Bremerton, . . BUILDING: -52et DEPARTMENT OAF CONSTRUCTION 47 PLANNING:478-527: �� ��ER1(0 • AND LAND USE 011 O'i CPN ` Building Department 00 °A`4��, REQUEST FOR OCCUPANCY APPROVAL TO: Building Engineering .,Water/Wastewater ; Business License • Fire Planning .Traffic Health. Dept. Please review this request for approval to occupy the following structure and return co this department by 2/1/92 Thank you. Permit Technician: Janet Lunceford Date: 1/30/92. * * * * * * * •.* .* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A Name of Building Pioneer Warehouse Name of Tenant same (if applicable) Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) 1 " r Address 5222 - 1st Street 0 IS U r Contractor Simon Construction V Permit D 12148 • FEB 5 1992 Permit Date 7/11/91 EREM:RTON Type of Construction VN DJILGING OLPQRTMENT Square feet 14750 Use Warehouse/Offices Type of Occupancy B2 • Occupant Load 39 * * * * * * * * * * * * * * * *" * * * * * * * * * It * * * * * * * * * * * * * * * * * ) Comments: • S., amuwArAny " , _„.„..,_ ,,.. Approved /Disapproved Q c /i 1 , t�,�� _ Date:r I7 / 710 fort r— /1.01e 817 P.AC!FlC.AYE VE • BREMERTON. WASHINCTON 98310 City'of $remertort BUILDING:478-5281 DEPARTMENT OF CONSTRUCTION ' PLANNING:478-527: • A.NDLAND USE RECEIVED Building Department JAN 3 O 1992 REQUEST FOR OCCUPANCY APPROVAL CITY OF BREMERTON ENGINEERS TO: Building Engineering ) Water/Wastewater` Business License • Fire Planning Traffic Health Dept. Please review this request for approval to occupy the following structure and return Co this department by 2i /92 Thank you. Permit Technician: Janet Lunceford Date: 1/30/92. * * * * * * * * * * * * * * * * * * * * * * * *• * * * * * * * * * * * * * * * * * * * * Name of Building Pioneer Warehouse Name of Tenant same (if applicable) • Owner of Building Jim Davis Nature of Construction New warehouse (if applicable) Address 5222 - 1st Street Contractor Simon Construction Permit U 12148 ' Permit Date 7/11/91 Type of Construction VN • Square feet 14750 Use Warehouse/Offices Type of Occupancy B2 Occupant Load 39 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ) . Comments: . Approved /Disapproved Q By: 817 PACIFIC AVENUE • B♦ZMER7ON. WASHINGTON 98310 1'a CITY OF BREMERTON — BUILDING DEPARTMENT 478-5275 -286 FOURTH STREET, BREMERTON, WA 98310 INSPECTION REPORT PERMIT NO. (ZIgg 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: 0 7 e---- 1 J rt.-0 F fir.. a-C.o' skj 0_, siv.ri 0 VeK5-/-7--C-ci 42, (e. c itz, di _ i Yit-e .Ship Pvreci !.✓ti-/is 21/4.)-e...V /0 ' 4410 7_0k f4. //cy - l) $. ht $7s4 pt.v47L. be ro„ed- 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-insp do . Do Not Remove This Tag DATE f2 41 INSPECTOR FOR BUILDING DEPT. "44V OF I/ BREMERTON BUILDING DEPARTMENT PERMIT Application Date 06/12/1991 Application Number 91AP03544 Issue Date 07/11/1991 Permit Number 12148 Assessor Acct # 162401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - . Street 5401 S. BURLINGTON-WAX_ - City TACOMA -, , --St to WA Zip 98409 - Phone (206Y474-60000it-Th ` , Tenant 's Name �fr,r , -7 � ' ' ' /. >-,., PI?one(206) - Agent ' s Name c/,- ,'r \ Q ,-) i . '�"' , 3 / - -/ .-' '--------_Q/'„ --_ Pah ci (2 0 6) Architect ° s Name- / [X] Building , ,X],\G. ading :. =- ---1J Sign/J//f L 3 Paving [ 1 Mechanical- ( 1,\21 love,,B filding [ ] izsninga �11\Unde.rground [ ] Plumbing'/ v[, ,/Mo ie Home [ ] LandQlea� vDemo lition �� , j' _ > � � Building 'ont,ractor ` � JI {',/ . Contractor ti-----1 /'SIMON CONSTRUCTION' - Street / 10317 SUNRISE BEACH DRIVE NW 1 (.1----)) j City c L _7_� . `IGIG HARBOR . ' , Phone P , (206) 884-2010 'State WA Zip 98 32- Represeht ti`V \\PHIL SIMON ( r / ( State L, :cens_ei# \sIMoc*th'1os 1 'ExpirA.t' on Date p09/�10/1,99, City Li` ense # �� 1 a�� 1 f Exp. it ion Dat i .1 P. Nature of `cork: t,� a � � 14,750 square font viaxehouse - 'O ,\ ,----- ---,...„ ,,..,,,---" (---,,,, „„\f, //,, NN r, ,„ ,.-„,„„,,_ ..,,,,,=---' ,,,\ '(3 ) / .,:,,-, e ,,,,_:..,/ ,/, \ / ,f,\,-- , /---L , ,_ ,-,,,-_- .. \ .\, ,„/ i j f i s' Building Valuation -`--$345532. 00 -- Council District —CouncilVDistrict 7 Census Tract Construction Sq Feet Inspections' Type Required Residence [ ] Zoning Foundation [X] Business [X] Type Framing . [X] Other [ I Insulation [X] Nei/ [X] : Plumbing [ ] Repair [ 3 Status Mechanical [ ] Remodel [ ] Code • Wallboard [X] Addition [ 1 10 Final [X] Received By: 4- ( i a Approved By: j BREMERTON • BUIL- DING DEPARTMENT GRADING PERMIT ; APPLICATION Application Date . 06/12/1991 Application Number 91AP03544 Issue Date 07/11/1991 Permit Number 12148 Assessor Acct # 162401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - Street 5401 S. BURLINGTO WAY - City TACOMA -----:,--1------ ..- :----�" �----Sta- e WA Zip 98409 - Phone (2061:114-6Q.0,0 F ,- Tenant 's Name /'� �.1o�ne(206 - Agent 's Naive ' .7„,-, ; \. j 3 _-` \ ; ° / . Ph r& 06) Architect ' s Name/7' \ % ----` I1'-``--7 I � ,/ f `[X] Building 4. ,[-X1-- Grading __.__,----..[„j_ Sign 7.,� J Paving [ ] Mechanical' ( tf o-ve r 1ding [ turning [ ' \Underg round\, [ ] Plumbing// , Mtie Home [ ] Lands Clea ] molition ,77 -z,-(---, )- r \-,, Contractor SIMON CONSTRUc ION/ 1, e--v,,,,I,''),. \N Street if ; 1 /10317 SUNRISE BiACH--D IVE NW City J Lr-----j . /GIG HARBOR .'--- -� Phone If .— (206) 884-2010 State. WA Zip 98332(' ( ) Repres 'it tine r PHIL SIMON 1 :\ 1 E State xcenste.. # SIMONC*1010.5 expiration Date t9/.�Q71991 City License # Expiration Date _..u \` l � ,. / / Nature of,'�Tork: -,1, \ ff J , 14,750 square foot varehouseA� �/f l` y / \ j 1 �) / \\ ....,1) . �. _ \\ � _ � 7 , r Yard's ) / x.1600_ y-----:, ;(-\\ / / SEPA ,�. --) iir _ , (I ; \ , \ _ �� �,,,.- ., BREMERTON BUILDING DEPARTMENT CONDITIONS OF PERMIT Application Number 91AP03544 Permit Number 12148 Water--Developer shall contact theUtility for. Application for Water $ervl�ce,.Sew; Connects and Inspection and payall,- ssessed� fees; pr to neons action. / . �, ('r t _.;,/ = - '--.. `ter /,://77,/ , / Atmospheric vacuum,breat ers required-on,,_all f cets,, `'N, hose bibs , and flUShtMete,i . All plumbing, 1--sideand' \',X out , shal 1,conform to/zCi ty of Bremerdn and Washington, \,. if State cross connection control standards . Developth nt‹ t is subject t ��- p-AwWA regulationsAPA,spmecifications /-J .,.\\ :\ DOE regulaations_; DOH regulations, Bremerton Municipal \. ;i Code and ;Uti` i`ty Standards. Contractor to verify / `:d�F location a�ndd depth hof existing utilitie `: `Contact i,„,_:::,,:-3 0 Underground Locates, �`1-800-424 555, fcr'ty, eight 48) %/ hours prior ' o s a:rrt, of'constructioxn. Sanitar.- ` . /-44-_. .2 sewer .connection�s 'shal l:fbe revised, as,sho on plans . Engineering--Temporary drainage/erosion , ont r 1, ,/ construction shall be-inspected Ib'yy Engineering %" - Division prior to any gradincgeing-_done-- Minimum depth of asphalt in the public right-of-way is 3 inches. A driveway permit is required from Engineering prior to construction. A storm permit is required from Utility Department prior to construction. A right-of-way permit its required from Engineering prior to any construction in the public right-of-way. Planning--Landscaping to be provided and approved r ,- •i.1 fa l_+ T TPi n a2 , TT T T T1 T AT Pf Tl T' T] .iqD m U T;''AT m CON T I TI O .N Or F P Ft M I:, T, i Application Number 91AP03544 Permit Number 12148 prior to occupancy. Fire--Must submit plans for complete fire sprinkler system. . Must obtain application for knox-box entry key safe from Fire Marshal 's Office. Must supply. -k,-- -.: -- � Storz Adaptor, locatio �� oe" et r ne ,,wbF-1.-,,re, ; �, Marshal. , ,,,,1'it', a' '441111 4 • & dare r ‘6,qt.'44 0,W e''''''' .4.1;;;;I YV°.‘ i %7\ &tea k tcylf14i::*7:i::::::z1.A':'.d'''''4%-' 77 41 t.77114,;'d t-4447,747.,,j444 4-04 59 -11 v- ,I.:11:.:: ! :.,::::3 . ill gi4 ,�ftv l •fi ,„,,,e.la 11 1,0' R W ; 1.4 7.- 'g " t '4,N, a 0 SzN tk N,-4)., '2 � ue �" :d'``� � , „ ' . . ;— " ie ; "'—e° ^ :.a a ._ -' -,0.01-'''''.."•,,,V4:'• . 1 I BREMERTON B U I L D' I N G DEPARTMENT PERMIT APPLIATIO N l Application Date 06/12/1991 Application Number 91AP03544 Issue Date Permit Number Assessor Acct # 162401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First -JIM MI - Street 5401 S . BURLINGTON WAY - City TACOMA sem '"s' 4 , ,',, Sete WA Zip 98409 - Phone ( 206) X47'4 6000 {""4;.'i' ,, Tenant ' s Name : � �- k' " `eiry �� �' ,-,.‘',... ;,‘f:, �t ;� ` � ,�� Phone( 2Q6) - Agent s Name ,, 4; V,K�,".' ti i� �� 0w;Y r Phoxe( 20 6) - Architect ' s Name"" ,- tg t,� "'• 4 `` ..kt6' , n 3 `ay :o [X] Building AI [4], GA,ading u�T _ Bu,,i rn � a' �[ ] Paving Mechanical`�' [ ]` : Oding [ ] ning*r , k [ ] Underground Plumbing ",, ',Mo -le Home [ ] Land ,�Clear [ ] Demolition Fy T; tom,.' / ''k s '', -`,':.-N' 'Av, , Building Contractor 5 �mc+x r ie ;,.:;,I.,. .;; ° j x rContractor ; 1 , /SIMON CONSTRUCTSOPf9' s Street / 10317 SUNRISE BEACH DRIVE NW y , ' ' ° ;City J:,; GIG HARBOR x Phone ; ( 206) 884-2010 ��;,rState WA Zip 98332 2, Representativ e PHIL SIMON 4; r State License �'# \SIMONC*1t010S r, Expiration Date ,"09/1:0/1991 City License' # Y '..t s t� rxpiratIion Date' �:' x t f9ix r �' x L vroti Y • Nature of Work: ` 44 ,� t a� 14 , 750 square foot warehouse �' .- r-` � , M er k £uv'' J e" t ,IA v'tvr gid. tcw..3,.�''`. t. Building Valuation . $34553'2 .'00 ' R.RSS:w+.k'vaaa'!Ja rw7`e'".:7 '. Council District Census Tract Construction Sq Feet Inspections Type Require- Residence [ ] Zoning Foundation [X] ' Business [X] Type Framing [X] Other [ ] Insulation [X] New [X] Plumbing [ ] Repair [ ] Status Mechanical [ ] . Remodel [ ] Code Wallboard [X] Addition [ ] 10 Final [X] it ..r . K.,(1.), (,,,a ��,. cation *� ,. ._.,-".4.,4. 9--- r - , Orton :;,..,,.�.'. . .a;7..---75-7-7.-.2.-,;7.1711-.,- .. Date jo- 16,- t �� �"�-- c.. . . To 1kti61 LoA1C�F � `��l / , From (4)266, &6, 4ofF ' Subject REQUEST FOR REVIEW Site Address: 222 ` i .JI1ec- - Building Appl. # '//AP473c44 Owner: Titit DA-(115 , Contractor: No identifiable problems noted. •, �4, gi ,Developer shall contact the Utility for. Application for Water Service and, pay all assessed fees prior to construction. DI Developer shall contact the Utility for Application for Sewer Connection and Sewer , Inspection Permit and pay all assessed fees prior to construction. Developer shall contact the Utility. for Application for Storm Sewer Inspection and pay all assessed fees prior to construction. 0 Atmospheric vacuum breakers to be installed on all faucets, hose' bibs, and flushometers. IRI All plumbing, inside and out, shall conform to City of.Bremerton and,Washington State Cross Connection Control Standards. 0 Owner shall contact the Utility Billing Office (478-5316) prior to demolition for payment of fees for water meter removal for existing service. If service is to remain, contact must be made for possible recoding of billing account type. 0 Prior to demolition of existing structures, sewer laterals shall be. capped. Appropriate sewer cap permits and inspections shall be obtained by the Contractor. IN Development- is subject to AWWA Regulations, APWA Specifications, DOE Regulations, DOH Regulations, Bremerton Municipal Code, and Utility Standards. ® Contractor to verify location and depth of existing utilities. Contact Underground Utility Locates (1-800-424-5555) forty-eight (48) hours prior to start of construction. Ei Other: er/l'4F' �,,,7 - ''0"' �?c 1r11��'. /✓��� ( 1-�` • Qx 9/ • osimiimw.,AFA-. . - ,.... 0 41:#__ -,,---da 16 11 r.I.,44,410 .. ...i JUL I. - 1991 1991 A";- / - APPROVED: f/� `1 DATE: BUILCIi'G DEPARTMENT. \4 r Inter-Office Communication i --r-c) Date 1- -26,- 41i City of Bremerton ,-..,1 9-. Com_ yI itI To 3,4-J tvaletFc D �� i • I i From 64266 8 t,,NoFF Subject REQUEST FOR REVIEW Site Address: 5222 IT- r Building Appl. # /IA PO36g4 • Owner: 2-UN DA-vis . Contractor: • No identifiable problems noted. . .;• PIDeveloper shall contact the Utility for Application for Water Service and pay all assessed fees prior to construction. PIDeveloper shall contact the Utility for Application .for Sewer Connection and Sewer Inspection Permit and pay all assessed fees prior to construction. Developer shall contact the Utility for Application for Storm Sewer Inspection and pay all assessed fees prior to construction. ' DT Atmospheric vacuum breakers to be installed on all faucets, hose bibs, and flushometers. p( All plumbing, inside and out, shall conform to City of Bremerton and Washington State Cross Connection Control Standards. Owner shall contact the Utility Billing Office (478-5316) prior to demolition for payment of fees for water meter removal for existing service. If service is to remain, contact must be made for possible recoding of billing account type. LI Prior to demolition of existing structures, sewer laterals shall be capped. Appropriate sewer cap permits and inspections shall be obtained by the Contractor. FP( Development is subject to AWWA Regulations, APWA Specifications, DOE Regulations, DOH Regulations, Bremerton Municipal Code, and Utility Standards. FlContractor to verify location and depth of existing utilities. Contact Underground Utility Locates (1-800-424-5555) forty-eight (48) hours prior to start of construction. Other: _ ,� "- _ .1°--/ -,e'` ,d' ��/ • � c.� aa LJKBSf'f/L`- .-a'11-1 /L'F'-- _ • C..„ /9 JULLS i IS li ',.! L; - Li 1 1891 APPROVED: • DATE: BUILDING DEPARTMENT "1 Ar., _ s ,: � '_-� R E M F R TON BUILDING D E P A R� T M E N! T `- P E, R I T APPLICATION pplication Date 06/.12/1993. Application Number 91AP03544 Issue Date Permit Number ; Assessor Acct # 162401-4-071-2--- Project Group • Site Location 5222 FIRST STREET , • Owner. - Last Name DAVIS First JIM ' MI Street 5401 S. BURLINGTON WAY. ) • - City TACOMA .ae WAS Zip 98409 1 . - Phone (206 ' 6000 Tenant 's Wards : _ ane(2Q6) o '` V ,f � r •-t:7":11 , p �e(' } Agent's Name -� t �,) ;iis 0 h X06 • — I�trc Architect's Name ., ., �,9a -,7�a \ ;z [X Ba ildin r c . dlY1Q - ��73 � '^ a �� � g . Mechanics Move uii in rni .�t Under round [ ] Plumbing ; [ ,,- ob1-fie Home [ ] Land Cly Demolition Building ontractor° f . ��, Contractor -.- I 'SIMON CONST i TI W 6 =X M Street 10317 SUNRISE B i DRIVE. NW if "I` t i ,, City 1 GIG HARBOR p4 ' ; t -� 4 . Phone '/ : (206) 884-2010 f°otate WA Zip 98332 _. Repres tati e PHIL SIMON i ' ',. r , 6A State L c a # SaMC�NC 7 lOS , Expi.r 4 on Date 9j: 199 t0 vi . City License ' '1 'rw Xg3i on Date # Nature of Work: ,, �� ^'� , 14 , 750 snare foot wa rehouse h , / ..4f,,‘-,4„, pry' - �' y�.-�. If •� +gip. ' ''''C''''. ,,N4::*-3§ 11::.: ,,,1 11 ick:r?!.'!14:;' ' Building Valuation $34-55`12 .00. _,,,,,,,,0-''# Council District Census Tract Construction Sq Feet Inspections Type Required Residence [ Zoning Foundation IX] Business [X] Type Framing [X] Other [ ] Insulatioi .[X] ew [X] P umbin .: [ ] Repair IA Status Mechanical [ 3 Remade] [ Code ` Wallboard [X] Addition [ 10 .'.. Final [X] , _'m (,J cit!`-- 0 .i' i CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE : 6-14- , 199 1 TO BE COMPLETED BY 6-20- , 199 1 Jim Davis Simon Const. OWNER CONTRACTOR 5222 First•St. LOCATION OF JOB FOR warehouse ENGINEERING COMMENTS/REVIEWED BY �S cm-TO ft r1 /I /,4' /,04,1'0,x -0°,9-'�c---4-/ /1/Li7-- AgLL(--4) �j✓1. ..j—t.y y,tl = �,-)= CG� -)1/7"s" a • • ■ FENGINEERING DIVISION ■ • • '`:�!!`•a'tom' ��--- • Gateway to the Olympus and Nome of the Puget Sound Naval Shipyard • • June 7, 1991 ' Mr. Milt Ludington David Evans & Associates , Inc. P. O. Box 3070 Silverdale, WA 98383-3070 Re: Pioneer Building Supply Warehouse Storm Drainage Plan Dear. Mr. Ludington: • . • Engineering has reviewed your storm drainage plan for the above • referenced project and our comments are listed below: • 1) Slope is not stated for pipe between manhole #3 and the existing' manhole. 2) Need to have vent hole on goosenecks in the control basin. 1•P' 3) There is no temporary drainage/erosion control plan shown. ea 14 C 4) Minimum depth of asphalt in the public right-of-way is 3 ' , inches.. 5) The detention tank must have a minimum slope of 0.20%. 6) , A driveway permit is required from Engineering prior to . ®04 � �`� construction. cos e` 7) A storm permit is required from the Utility Department prior to construction. . A8) A right-of-way permit is required from Engineering prior to any a ° 41 construction in the public right-of-way. Engineering only reviews the storm sewer portion of 'the utilities. The water and sanitary sewer must be submitted to the Utility. Department for approval. If you have any questions', please contact me at 478-5272. Sincerel , AMP, • • S a S OSKI., P.E. ssistant City Engineer 91108 • • • 286 4TH STREET ■ BREMERTON,WA 98310 ■ (206)478-3;70 Art i.yuai Oppon unify Cr, BREMERTON• D E /P A R 'i .� E N � ii I ' P ' I C A T I O N A _ Pu Application Date 06/12/1991 Application Number 91AP03544 Issue DatePermi t Number Assessor Acct # 162401-4-071-2-- Project Group - Sito Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - Street 5401 S . BURLINGTON WAY - City TACOMA State WA Zip 98409 - Phone (206)_,_47 -6000 _ Tenant ' s Name ..'.1... -- .1-4-44 Phone( 206) - . Agent ' s Name g=` :Phone( 206) - Architect ' s Name " ,: --- [X] 2, [X] Building t ,[�x} Gracing _ -.�..4u[ "] Sign .. L,T] ?aving • [ ] MechanicaY ;T ] 'Mote Bu J ding [ Burning > K, [ ] ,Underground [ ] Plumbing ,:f [ r3 Nob:i" e Home [ ] Land-..Clear;. 41, ],'Demolition na w1 t, Building Contractor: ' Contractor SIMON CONSTRUCTION' mac '' , Street : 10317 SUNRISE BEACH DRIVE NW .. City �r ', GIG HARBOR - ' Phone -, ( 206) 884-2010 State WA Zip 98332 V Representative ,PHIL SIMON `x k` State License # :SIMONC*1010S } Ex iration Date 09/10/1991 ` #City. License Expiration Date- Nature of Work: x,t, 14 , 750 square foot warehouse f ' fes ' . ; y `: Building Valuation h:" $345532 . 00 `` Council District Census Tract Construction Sq Feet Inspections Type Required • Residence [ 1 Zoning Foundation [X] Business [X] Type Framing [X] Other [ ] Insulation [X] New [X] Plumbing r .] ] Status , Repair [ Mechanical [ ; Remodel L[ ] Code Wallboard [X] r - 0 �, Final :X] Addition : ] jo --77. 1-..-10V . •i*.tel" �� . 1� '�• ' -ld.. I I dal ��iiiYY►► Ma-.1L....1 . ■ ENGINEEIU NIC DIVISION ■ -"n"-- - .1«:. 7 tet. • Gateway to the Olympics and Home of the Puget Sound Naval Shipyard June 7 , 1991 Mr. Milt Ludington David Evans & Associates, Inc. P. 0. Box 3070 Silverdale, WA 98383-3070 Re: Pioneer Building Supply Warehouse Storm Drainage Plan Dear Mr. Ludington: Engineering has reviewed your storm drainage plan for the above referenced project and our comments are listed below: 1) Slope is not stated for pipe between manhole #3 and the existing manhole. 2) Need to have vent hole on goosenecks in the control basin. ,, 110- 3) There-is-no-Temporary drainage/eros ion control r h . '- M P2 P int fl)�o&I Y Aroi 6 E/f /1,' . c� G i.•-c'rn e"-t c�/ 4) Minimum depth of asphalt in the public right-of-way is 3 T inches." ,.--. .4/4(' 4 . 5) The detention tank must have a minimum slope of 0.20%. ,- 6) A driveway permit is required from Engineering prior to . � � ' � construction. oa (i 7) A storm permit is required from the Utility Department prior to p, construction. 8) A right-of-way permit is required from Engineering prior to any C 11 construction in the public right-of-way. Engineering only reviews the storm sewer portion of the utilities. The water and sanitary sewer must be submitted to the Utility Department for approval. If you have any questions, please contact me at 478-5272. Sincerel _ i AMP" S N I OSKI, P.E. S ssistant City Engineer 91108 . 286 4T11 STREET ■ BRE.M ERTON,WA 983W ■ (206)478-3270 An lyra Qppnn..i I:mpwr' a BREMERTON BUILDING DEPARTMENT P E R M I T APPLICATION Application Date 06/12/1991 Application Number 91AP03544 Issue Date Permit Number Assessor Acct 1G2401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - Street 5401 So BURLINGTONWAY - City TACOMA .- _. ._ nate WA Zip 98409 - Phone (206) ----6000 , Tenant 's Name -- -hone(206) - Agent °s Name ‘ ' ,.�hc�.e(206) - Architect 's Name _ , \ [X] Building [ 1.. L tiding _ [_ ] Sig47' y; / \ ��,] Paving [ 1 Mechanical' z ; 1 Nu%'}'e Bui Being [ - Surcnirig� ;:` ,> [ 1Underground [ ] Plumbing ,\ ,Aob,ic Home [ ] Land Cleery r ) :Demolition _. �_ ------ : \ --- Building Contractor t l Contractor SIMON CONSTe.. :', ' s Street i .10317 SUNRISE & - 'CHI DRIVE NW ! City H - GIG HARBOR Phone ' (206) 884--2010 i State WA Zip 95,32 _ __'', Repres creF;,i �; PHIL SIMON State z Ac it 'SIMONCIc ? 0S ! = xpira on Date 09/3',. /' 99'' City Li ense $ ;=.33ipa scAtlon Dated Nature or Cork o ,` 14,750 s( glare root larehousa 4) /17‘15-71 514407, 71//Oils .kr eft/70/de *!Re spr/11k6:17 Sy,c/e.r+• , a)/7a5 i ,o444/•-, t 2�� v _ 44 Ad := o A., e ysad. (.4 Dvt FM) 3)/% S gyoioc/71\'''S7-6/2Z. 4dkIa44-) /o I es c Pa'7...ih..1 Building Valuation 5343532 ,T0,. � 6- l7- 9/ Council District Census Tract Construction Feet Inspections Type �, „ Required Residence [ ] L 0 : ng Foundation [X] Busines [X] JUN 117 `axae Framing [X Other a ] �, Insulation [X] New [X) Plumbing [ ] Repair [ ] Buili7"W0i4 - S.tatws Mechanical [ ] Remodel I ] ...7.T-ode Wallboard [X] Addition [ 3 10 Final [X] , BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION • Application Date 06/12/1991 Application Number 91AP03544 Issue Date Permit Number Assessor Acct # 162401-4-071-2--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI - Street 5401 S . BURLINGTON WAY - City TACOMA , , b.f.I -. g.t,:ante WA Zip 98409 . _ - Phone ( 206) ,04-6000* : V,, �',, Tenant ' s Name ,0;"° r' i'°''''''.44 ". s+, K - tti � 0 .a Phone( 20 6) Agent 's Name ` „x �;, � ,: v' �,�� „ ' phone(206) - Architect ' s Name /' N-Z4,f: 'r ��"-�' � " �:" , i?4, � '', [X] Building , . Grading _` [.,_a Sign'` �'� [ ] MechanicalFr x[ � 4, i- ', [,,,,,,A Paving - [ ] .Move ,.�dl�ding [ ] Burning , [ a] Underground [ ] Plumbing y L Mo -le Home : molitbon [ ] Land Clear D • r r.. r ti,, 4k '' $ F Building contractor• \4 3 �_.` y}, t(- Contractofr ,'_ SIMON CONSTRUCTION` Street '4 10317 SUNRISE BEECH DRIVE NW 4 N' City 0 v �:;s GIG HARBOR fa, =w ' !: t 0 Y In ,u, Phone ,f f; ( 206) 884-2010 P State WA Zip 98332 i. Representative PHIL SIMON }4s N i 44et:, {,>` State L" c :� t ` `': 74 � .ae;"# tSIMONC*1,:O.�OS ti `Fxpiration Date ,09/10/1`991 City Li C. '" # u ense 'i' �':�F; ,, xpir t}on Date ',.:4'.v. :—;1;,4:,-0..,;t:1, 9v c .� = ,•..,,- f .,i Nature of Work. `` � �_< ,.'z4 r , 14 , 750 square foot warehouse 'k ,j � ' slA ,,., i 4' q ''• � �<: r ' i`� '1a a�041' yr t , �,;r' Building Valuation `<.; ;.., $345532 :00 Council District Census Tract Construction Sq Feet Inspections. ' Type Required Residence [ ]. Zoning Foundation [X] Business [X] Type Framing [X] Other [ ] Insulation [X] New- [X] Plumbing [ ] Repair [ ] Status Mechanical [ ] Remodel [ ] Code • Wallboard [X] Addition [ ] 10 Final [X] c PAGE 2 7 : 57 LOGIC 5000 ACCA MANUAL N LOAD CALCULATION 6/12/91 AREA BTUH BTUH BTUH SgFL Sen Loss Sen Gain Lat Gain CFM `needed to satisfy load 1 , 054 CFM Ventilation (outside, nit's') 1. 05 CFM 6 , 378 1 , 160 0 Return Duct Heat:. Loss/Coin 4 , 217 1 , 065 Humidification Load 2 Cal./Day 889 Room Equipment Load 57 , 866 24 , 584 .1 , 200 ZONE 1. SUMMARY Space Load 42 , 166 21 , 295 1. ; 200 Supply Duct Heat Loss/Gain 4 , 217 1 , 065 Ventilation (outside a.ir ) Load 6 , 378 1 , 160 0 Humidification Load 2 Gal /Day 889 Return Duct Heat Loss/Gain 4 , 217 1 , 065 Zone 1 Equipment Load 57 , 866 24 , 584 1. , 200 NOMINAL COOLING CAPACITY NEEDED IS 2 . 6 TONS (Based on a 0 . 80 sensible/total load ratio . ) * * * * " LOGIC 5000 VERSION C90 . 04 * * * * * THE LOAD CALCULATION WAS PERFORMED ACCORDING TO ACCA MANUAL N 4TH EDITION . NO WARRANTY , EITHER EXPRESSED OR. IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIB11,1iIES IN CONNECTION WITH ITS USE THEREOF. PAGE 3 J,7 : 57 | 0C/ � 5000 LOAD SUMMARY D�P08T 6/12' 0l ' ' ^ OFFICE/WAREHOUSE BLDG l}REMCRT00 . WA. Prepared for : PIONEER BUILDERS SUPPLY COMPANY Prepared by : J . W. 8R0WEn HEATING AlRCONDlTIO0T0C DESIGN CONDITIONS for Load File : D: \ |nx | ugic\D\PIO0EED. N41 Month : AUGUST Time : 150U hr Latitude 47 degrees Winter Inside DB 70 Winter Outside DD 15 Indoor Winter Humidity 201 Summer Inside DB 75 Summer Outside DB 85 Daily Range 23 Summer Outside WB 63 Indoor Summer Humidity 55% Dehumidification 0 . 0 Grains AREA BTUH BTUH BTUH SqFt Sen Loss Sen Gain Lot Gain Internal Gains People 1 , 584 1 , 200 Appliances 0 0 Lights 9 , 821 Motors 0 External Gains Walls 1 , 131 1 , 834 50 Windows 116 3 , 216 1 , 453 Glass Doors ' 42 1 , 289 800 Doors 21 416 11 Roof 1 , 120 3 , 696 1 , 042 Skylights 32 1 , 584 4 , 444 Floors 96 4 , 277 0 Additional Space Gains Infiltration : Wio=427 CFM Snm=190 CFM 25 , 855 2 , 090 0 Supply Duct Heat Loss/Gain 4 , 217 1 , 065 Equipment Loads Ventilation : 105 CFM 6 , 378 1 , 160 0 Return Air Plenum load 0 Return Duct Heat [nss/Gnin 4 , 217 1 , 065 Humidification Load 2 CPD 889 Zone 1 Load 57 , 866 24 , 584 1 . 200 NOMINAL COOLING CAPACITY NEEDED IS 2 . 6 TONS (Based on a 0 . 80 sensible/total load ratio. ) • PAGE 2 7 : 57 LOGIC 5000 ACCA MANUAL N LOAD CALCULATION 6/12/91. AREA BTUH BTUH BTUH SqFt Sen Loss Sen Gain Let Gain CFM =needed to satisfy load 1 , 054 GYM Ventilation (outside air) 105 CFM 6 , 378 1 , 160 0 Return Duct. Heat:, loss/Gain 4 , 217 1 , 065 Humi.c:Iificat_i.on Load 2 Ga.l./U,ay 889 Room Equipment Load 57 , 866 24 , 584 1 , 200 ZONE 1 SUMMARY Space Load 42 , 166 21 , 295 1 , 200 Supply Duct Heat Loss/G + i.n 4 , 217 1 , 065 Ventilation (outside air) Load 6 , 378 1 , 160 0 Humidification Load 2 Gal /Day 889 Return Duct Heat Loss/Gain 4 , 217 1 , 065 Zone 1 Equipment. Load 57 , 866 24 , 584 1 , 200 NOMINAL COOLING CAPACITY NEEDED IS 2 . 6 TONS (Based on a O . 80 sensil:,ie/total load ratio . ) * * * * * LOGIC 5000 VERSION 090 . 04 :k * * * * THE LOAD CALCULATION WAS PERFORMED ACCORDING TO ACCA MANUAL N 4TH EDITION . NO WARRANTY , EITHER EXPRESSED OR. IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFI.CIFNCY OF IIIf IN.FOPMATIOI•; PROVIDED , AND THE USER MUST ASSUME ALL RISKS AND RESPONSIDILN IES IN CONNECTION WITH ITS USE THEREOF . • PAGE 3 7 : 57 LOGIC 5000 LOAD SUMMARY REPORT 6/12/91 OFFICE/WAREHOUSE BLDG BREM.ERTON , WA. Prepared for : PIONEER BU.ILDIRS SUPPLY COMPANY Prepared by : J . W. BROWER HEATING & AI.RCONDITIONING DESIGN CONDITIONS for Load File : D: \ l.nxl.ogic\D\PIONEER. N41 Month: AUGUST Time : 1500 hr. Latitude 47 degrees Winter Inside DB 70 Winter Outside bB 15 Indoor Winter Humidity 20% Summer Inside DB 75 Summer Outside DB 85 Daily Range 23 Summer Outside WB 63 Indoor Summer Humidity 55% Dehumidification 0 . 0 Grains AREA BTUH BTUH BTUH SqFt Sen Loss Sen Gain Lat Gain Internal. Gains People 1 , 584 1 , 200 Appliances 0 0 Lights 9 , 821 Motors 0 External Gains Walls 1. , .131 1 , 834 50 Windows 116 3 , 216 1 , 453 Glass Doors 42 1 , 289 800 Doors 21 416 11 Roof 1 , 120 3 , 696 1 , 042 Skylights 32 1, 584 4 , 444 Floors 96 4 , 277 0 Additional Space Gains Infiltration : Win.=G27 GFM Sum=190 CFM 25 , 855 2 , 090 0 Supply Duct Heat Loss/Gain 4 , 217 1 , 065 Equipment Loads Ventilation: 105 CFM 6 , 378 1 , 160 0 Return Air Plenum Load 0 Return Duct Heat Loss/Gain 4 , 217 1 , 065 Humidification Load 2 GPD 889 Zone 1 Load 57 , 866 24 , 584 1 , 200 NOMINAL COOLING CAPACITY NEEDED IS 2 . 6 TONS (Based on a 0 . 80 sensible/total load ratio. ) ir jon n PROJES�� '/ / SHEET NO. o CDP f ONCE iz K4 in2:4.GS CONSULTING ENGINEER BY: I DATE: JOB NO. CJo 600 91 122- 131 ST S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 • avc-ZJ/74'C CI[Gs x-02 77 - p 404-42._4e-‘4, 4k3s) eiNo Si) PEK P 6 Seis-w 'c. Zo4JL :z •Io Qw z 6 IGooF 404D'S SA/0 Zs."-f . .. DL I JPs-t L.� 11 k)4ccs �2 7l,zC (66 ' - J �oiLs -Poe,-r. 3 1 W / aa 3 °JI6(1(60 ) p;N tea . t.be .. . a tt �1 a �� P • JOrlafi OUCPROJEGT, SHEET NO. pe f io4/c lib i4-05 CONSULTING ENGINEER BY: cf DATE: - JOB NO. 2 122- 131 ST S. •TACOMA,WA 98444• (206)537-8128•FAX 531-1285 • I Dit((E EZ 4041)5 : G1 Swt i2' ZOnt t5. 3 l = I•c� � . � = 0.30 g,) ( •BeAQ;k) (4,41.1. SVs7 Co AC. 544.W4fGGs . tJ;AID tss•--4 Bo cks .K.Pos vile. $ e:, & tom Sdok) ere 3c 7)►, I5p ' ri 04U.5 cJw1E Z 7-di z(AA 55 X26? Jar Tor • o� I� PROJEC _ SHEET NO. CONSULTING ENGINEER BY:c:i- DATE: JOB NO. y 122- 131 sr S. •TACOMA,WA 98444•(206)537-8128•FAX 531-1285 0./0 �9/ .3 �oo o 4Q o a) 5•.1u.1 (Gicook) 2C rr4 t2v a F f Ce 1 ' _ (1)(I.o T. 17J rkc S4043 be./.1")%77 D /1%'c5-P+ h b • 2.4 P 4 h = 'E . 1(07' (i -zw) • d -L Z c r ?AaAc -1- Z- 6.32 • lc h = 2,7; hd( x) 2.7;- I.161 :17 cei a3a .45 .�z� 1 f1z tp d V 8 t) l .4152 :�,4- _ ioox 3, gI fr Use h = 1 d' (2..7a I.Li) C.3Z W c (6.5z 1•i47) 4 (01c) = , 07.%c . 9. .Jorlcr PROJECT NO. ou C PROJECT.:,-;-)J.7604 Aj44 i4-c.s SHEET CONSULTING ENGINEER - BY: DATE: JOB NO. 6�0 122- 131 sr S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 CC-7D) b) �• �.: Lo' c •O1 * 5 Rear f E VWV4 � A) s• .069 l ,1,9 4 l,J = (. o/7ç1o/c) 6� + X30. .: lyeeZr 1.x6)( • i ?e. ! 'x 37J �t� 5-1-9Z "k • 3.11.-417- t29 5121©9 . jx• U 5 t,'/. K. 42-K G L, 6Ektdd6 • 41),F-Ft C- . 6 T . SLY _ -r—)( k37.iX(�zc� 361/ r 34••1 x 1*�,( (11474— • G 56,k5 ok-0 1.(.91x •624. v'.0c • (1.2/ 0,4 5�10� 04ti ,t7i X •626 • S1/8�1 /e>10 Jo nnn c (1 f T: v D PROJECT tai Dklcee' M4iE2i 4-z SHEET NO. CONSULTING ENGINEER BY: DATE JOB NO. z3 C±— 40 .9( 122- 131sT S.•TACOMA.WA 98444• (206)537-8128•FAX 531-1285 . . LOL44 19 '4 311-1- G - (9.2c � = (19v) 74-' 63, ; (, - 1.0 (6)./ + - Z3•za iz (.. e 6 M S )( 5reok Pi P4_ JorI r1 Q _ICPROD �� � SHEET NO. pe.. ( 1 oA[�e.e : 4 it-42_e 4-6_5.. . CONSULTING ENGINEER BY: ck DATE: JOB NO. 6 6�a •91 z3 122- 131ST S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 '' %Sl61 it_ 111044'/5'_S (!_ VU --- .4:)AYE. 3.. Z _ •30 z= I.0 w C I .z. S TZ/� - 1.2 PE Z So-►Z. P_ii4» 79.st..e 23 5 / 13 /, C = x I•2Cl•2 41? 2 � USS 7 (2'ZY/s 2317 e21 -PO' ICS (00l3ce6 i 3e • .5:1,s__9 ._ LOA-C_C` 0 = 0c-Di.) (/('-s-s OF ,JDx IDD, k .coli Zz_ O (ONUS tlao+looy2 (-7i�(.4 . 4.25',( 6 5oC ti _ •3o).e 1.0x 2.71- 8°)-3‹ � v �o `p 7 O _ ,t Si oa Z 0:41-/V.,--4-4 wl ie I V L•{S? 89.3e , (0 K/ . • O !GF r 3) = �Ja 22*�o m. KJ S e / r 5%4,1 G-to2.o F©2 /C. ,-/S- /6-74-3e1-7 C. •7S16.74 xI=7 2 4 •8�'sGo . 5 n . . •. • .. Jondn PROJEc SHEET NO. De CONSULTING ENGINEER BY: DATE: JOB NO. Jo 6/0 9/ �'Z: 122- 131 ST S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 4TH at gfi-s:P4-1Vr ®F (�fa • •iT (i) <67)(1/)(17) = �� s , 54468'1 $- ( groF (.0/ i �, - zT Cn (30)(I•0)('7c)(1?. )0. Iz) ')co - /9/ cg .§ 2.;10 . tL Y O A #/(f (Gt �t•r V o , (ISd d,c611046 • 4r (-o N sci -- C404-4 3LucQo D;k yamcoic 1 "P . -40-0 #- I ,6e 'e► I - 4r �-� 4(-0� �o -,�'` /sem - s cix b,:),) - = aa'' p 62 fit1era. u IZ 4)(4 (': occ • Jvi 11 l • PROJE • SHEET NO. OL C k oN -tU-TF.eloW-s. • CONSULTING ENGINEER BY: DA E: JOB NO. / 3 122- 131sT-S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 d /o • • • td rdo. S4/£41Z •T ?vie b , -k"4 14 AA., S °( P 7o z5D' /L- 54 C° C7c • • . • Zoo#/c To I/O V,F � c .4 / • • '‘L4 CD PL;/rJ-dv ALL _DCS.S .g[.ar 11 • • 1.74-0 • • q� •4� Zio • . Jar-Ion n . . . . . . .: • . .oPROJECT• SHEET NO. /_ . G?e. o �ErZ ��4-ES 9 • CONSULTING ENGINEER BY: DATE: JOB NO. • • 122- 131sT S. •TACOMA,WA 98444• (206)537-8128•FAX 531-1285 • 1 • • it . , (.) • • . i •1 • • 1 MEJ ick 6i 1 "i Kami Uj ' C?) • D I . ...Jor Ioo - . . O . I( - - PROJE�_ SHEET NO. CONSULTING ENGINEER BY: DATE: JOB NO. Z C/0 5l 3 122- 131ST S.•TACOMA,WA 98444•(206)537-8128•FAX 531-1285 • 1 . 11 {a 1 _ _ i 15 Itn: 1N . - 1 i di 1. J Q , by ; Vl 0 -...S J ' Z • • o o o y —'— — — — 1 • • _ - - - - fI • , d9yZ yOi#Z i c Jot 1cr I PROJEC ,�r�Q� - - ( SHEET NO. OL pe 1 / CONSULTING ENGINEER BY: DATE: , JOB NO. I I f 2 • ` 10 (I 122- 131ST S. • TACOMA,WA 98444•(206)537-8128•FAX 531-1285 !I. " 3 .a0"Cac 0\�-- Z_ +6.1. _ z'/). — `� • • h }�aa T>tZ�Uss e = I I` L- L � . �.� Sra {l rec 8o u4 P"} i (5)(1.2X17)(1"0) (63P 0414- �f�o k.1 7- - cJ k(rC. tE)cc E_» too 5aiL M _ 13N Ar SiA! 4-Yh .L'P �the egcm,PT- : TILT V1 .O1 Page • Copyright 1990 PCA Portland Cement Association , All Rights Reserved ---- TILT --- •. UP WALLS ---- FILE ALLS ----FILE NAME: PANEL_A PROJECT NAME : PIONEER BUILDING SUPPLY ENGINEER: JOHAN OYE P .E . FILE DATE: 06/02/91 FILE TIME: 13:50: 17 DESIGN OF TILT UP WALL. PANEL ---- GEOMETRY DETAILS ---- . PANEL HEIGHT = 22 .8 ft PANEL WIDTH = 25 .0 ft PANEL THICKNESS = 5 .5 in STRUCTURAL THICKNESS = 5 :0 in WIDTH OF OPENING = • .0 ft TOP ELEVATION OF OPENING = .0 ft . BOTTOM ELEVATION OF OPENING = .0 ft DISTANCE OF OPENING FROM LEFT EDGE OF PANEL. = .0 ft WALL HEIGHT ABOVE ROOF SUPPORT = 2 .8 ft WALL THICKNESS ABOVE ROOF SUPPORT = 5 .5 in CONTINUOUS FOOTING ---- ECCENTRICITY OF BOTTOM SUPPORT = .0 in ---- MATERIAL PROPERTIES --- CONCRETE DENSITY = 145 .0 pcf. COMPRESSIVE STRENGTH OF CONCRETE = 4 .0 ksi CREEP COEFFICIENT = 1 .5 YIELD STRENGTH OF REINFORCEMENT = 60 .0. ksi STRENGTH REDUCTION FACTOR FOR FLEXURE = .90 STRENGTH REDUCTION FACTOR FOR COMPRESSION = .70 -- THE WALL PANEL IS INITIALLY UNCRACKED . ---- ---- REINFORCEMENT CRITERIA ---- MINIMUM ---MINIMUM AREA OF REINFORCEMENT = .120 in-2/ft REINFORCEMENT PLACED IN ONE LAYER . I J L I V1 Vl rcty Copyright 1990 PCA Portland . Cement Association, All Rights Reserved /7,// ---- VERTICAL LOADS ---- NO CONCENTRATED LOADS ON PANEL UNIFORM DEAD LOAD = .375 kips/ft UNIFORM LIVE LOAD = .512 kips/ft ECCENTRICITY OF ALL VERTICAL LOADS = 4 .63 in FACTORED VERTICAL LOAD FOR MULTI-STORY = .0 kips/ft FACTORED MOMENT FOR MULTI-STORY = .0 ft-kips/ft --- LATERAL LOADS ---- WIND PRESSURE = 16 .3 psf SOIL PRESSURE AT TOP = .0 psf SOIL PRESSURE AT BOTTOM = -135 .0 psf LENGTH OF BURIED PART OF PANEL = 3 .0 ft ---- .LOAD CASES CONSIDERED IN STUDY ---- U1 = 1 .40D + 1 .70L + 1 .70H U2 = .75( 1 .40D + 1 .70L + 1 .70W ) ' U3 = .90D + 1 .30W R E SU L T S OF STUDY ****************************** J YJ( ', REQUIRED REINFORCEMENT = .252 in-2/ft �C .1�� STRENGTH APPLIED APPLIED MOMENT MAXIMUM LOAD REDUCTION LOAD MOMENT CAPACITY DEFLECTION HEIGHT/ CASE FACTOR , . (K/FT ) ( IN-K/FT ) ( IN-K/FT ) . . ( IN ) DEFL . **** ********* ******** *********= ********* ********** *:x****** U1 .89. 1 .66 7 .9 37.8 .36 764 . U2 .88 2 .04 33 .2 38 .4 7 .68 . 36 . U3 .89 1 .19 23 .2 37 .0 5 .36 51 . NOTE5: LIFTING OR. TILTING STRESSES MUST BE CHECKED . MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . MINIMUM ,AND MAXIMUM SPACING OF REINFORCEMENT IS NOT CHECKED AGAINST - ACI 318-89 .CODE REQUIREMENTS . MINIMUM COVER TO REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . BEARING STRESSES ARE NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS. TILT V1 .01 Page Copyright 1990 PCA Portland Cement Association , All Rights Reserved �3 ---- TILT --- .. U P WALLS ---- FILE ALLS ----FILE NAME: PANEL_N PROJECT NAME:. PIONEER BUILDING SUPPLY • . ENGINEER: JOHAN OYE P .E . FILE DATE: 06/02/91 FILE TIME: 13:59:.55 DESIGN OF TILT UP WALL PANEL ---- GEOMETRY DETAILS ---- PANEL HEIGHT = 22 .8 ft PANEL WIDTH = 25.5 ft PANEL THICKNESS = . 5 5 in STRUCTURAL THICKNESS. = 5 .0 in WIDTH OF. OPENING = .0 ft TOP ELEVATION OF OPENING = .O . ft BOTTOM ELEVATION OF OPENING = .0 ft DISTANCE OF OPENING FROM LEFT EDGE OF PANEL = .0 ft WALL HEIGHT ABOVE ROOF SUPPORT = ' 1 .2 ft WALL THICKNESS ABOVE ROOF SUPPORT = 5 .5 in ---- CONTINUOUS FOOTING --== ECCENTRICITY OF BOTTOM SUPPORT = .0 in , . ---- MATERIAL PROPERTIES --- CONCRETE DENSITY = 145 .0 pcf COMPRESSIVE STRENGTH OF CONCRETE = 4 .0 ksi CREEP COEFFICIENT = . 1 .5 YIELD STRENGTH OF REINFORCEMENT = 60 .0 ksi STRENGTH REDUCTION FACTOR FOR FLEXURE = .90 STRENGTH REDUCTION FACTOR FOR COMPRESSION = .70 THE WALL PANEL IS INITIALLY UNCRACKED . ---- ---- REINFORCEMENT CRITERIA --- . , MINIMUM AREA OF REINFORCEMENT =. .120 in-2/ft REINFORCEMENT PLACED IN ONE LAYER . iiLr V1 .01 Page Copyright 1990 PCA Portland Cement Association, All Rights Reserved / Z3 ---- VERTICAL LOADS ---- J NO CONCENTRATED LOADS ON PANEL UNIFORM DEAD LOAD = .375 kips/ft UNIFORM LIVE LOAD =. .512 kips/ft ECCENTRICITY OF ALL VERTICAL LOADS = 4 .63 in FACTORED VERTICAL LOAD FOR MULTI-STORY = . .0 kips/ft FACTORED MOMENT FOR MULTI-STORY = .0 ft-kips/ft --- LATERAL LOADS ---- • . WIND PRESSURE = 16 .3 psf SOIL PRESSURE AT TOP = .0 psf SOIL PRESSURE AT . BOTTOM = .0 psf LENGTH OF BURIED PART OF PANEL = .0: ft ---- LOAD CASES CONSIDERED IN STUDY ---- U1 = 1 .40D + 1 .70L + . 1 .70H _ 02 = .75( 1 .40D + 1 .70L + . 1 .70W ) U3 = .90D + 1 .30W . R E S U L TS OF STUDY ******************************* C12,/ REQUIRED REINFORCEMENT = .252 in"2/ft alz14 STRENGTH APPLIED APPLIED MOMENT MAXIMUM LOAD REDUCTION LOAD MOMENT CAPACITY DEFLECTION HEIGHT/ CASE FACTOR . . ( K/FT ) ( IN-K/FT ) ( IN-K/FT ) ( IN ) DEFL . **** ********* ******** ********* ********* ******* ** ******** U1 .89 1 .51 7 .2 37 .5 .64. 425 . U2 ' .89 1 .93 . 32 .2 38 .2 7 .48 37 . U3 .89 1 .09 22 .8 ,. 36 .8 5 .32 51 . NOTES: LIFTING OR TILTING STRESSES MUST BE CHECKED . MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . MINIMUM AND MAXIMUM SPACING OF REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS. . MINIMUM COVER TO REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS BEARING STRESSES ARE NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . • V1 :01 • Page : e Copyright 1990 PCA 'Portland Cement Association , All Rights Reserved IC E . ---- T. h L :T . --- U P 'W' A t L. S - -- . FILE NAME: PANEL_MA. PROJECT NAME: PIONEER BUILDING SUPPLY . ENGINEER: JOHAN OYE P .E ... FILE DATE: 06/02/91. -. FILE TIME: 15:07: 16 DESIGN OF TILT .UP WALL PANEL ., . --- GEOMETRY DETAILS ---- . PANEL HEIGHT -= 22 .8 ft PANEL WIDTH F .' 49 .0 ft ' PANEL THICKNESS = 5 .5 in STRUCTURAL THICKNESS = 5 .0, in • WIDTH OF . OPENING = . 16 .0 ft TOP. ELEVATION OF OPENING = 16 .5. ft BOTTOM ELEVATION . OF OPENING = ' .0 ft DISTANCE OF OPENING FROM LEFT EDGE OF PANEL. = , 16 .5 ft WALL HEIGHT ABOVE ROOF SUPPORT = 1 .2 ft WALL .THICKNESS ABOVE ROOF SUPPORT =H 5 ..5 in ---- CONTINUOUS FOOTING -7--. ECCENTRICITY OF 'BOTTOM SUPPORT = .0 in • ---- MATERIAL PROPERTIES --- • . CONCRETE DENSITY. = 145 .0 pcf . COMPRESSIVE STRENGTH OF CONCRETE 4 .0` ksi CREEP COEFFICIENT _ 1 .5. • YIELD STRENGTH OF REINFORCEMENT. 60 .0 ksi • STRENGTH REDUCTION FACTOR FOR FLEXURE = .90 STRENGTH REDUCTION FACTOR. FOR COMPRESSION .70 .----. THE WALL PANEL IS INITIALLY UNCRACKED . ..---- ---- REINFORCEMENT CRITERIA _--- . MINIMUM AREA OF REINFORCEMENT .= .120 in-2/ft . REINFORCEMENT PLACED...IN- ONE LAYER . TILT V1 .01 Page . : Copyright ' 1990 PCA Portland Cement Association , All Rights Reserved Ili ---- VERTICAL LOADS ---- NO CONCENTRATED LOADS ON PANEL UNIFORM DEAD LOAD = .375 kips/ft UNIFORM LIVE LOAD = .512 kips/ft ECCENTRICITY OF ALL VERTICAL LOADS = . 4 .62 in ' FACTORED VERTICAL LOAD FOR MULTI-STORY = .0 kips/ft FACTORED MOMENT FOR MULTI-STORY = . .0 ft-kips/ft ---- LATERAL LOADS ---- WIND PRESSURE = 16 .3. psf SOIL PRESSURE AT TOP = .0 psf SOIL PRESSURE AT BOTTOM = .0 psf LENGTH OF BURIED PART OF PANEL = .0 ft ---- LOAD CASES CONSIDERED IN STUDY ---- U1 = 1 .40D + 1 .70L + 1 .70H . U2 = .75( 1 .40D + 1 .70L "+ 1 .70W ) U3 = .90D + 1 .30W RESULTS OF STUDY ******************************* REQUIRED REINFORCEMENT = .648 in-2/ft. ' 4-05(i71 62 VDIC k(--0QA=. STRENGTH - APPLIED APPLIED ' MOMENT MAXIMUM LOAD REDUCTIONLOAD MOMENT CAPACITY DEFLECTION HEIGHT/ CASE FACTOR (K/FT ) ( IN-K/FT ) ( IN-K/FT ) ( IN ) DEFL . **** ********* ******** ********* ********* ********** ******** U1 .87 3 .75 . 16 .9 82 .1 1 .04 263 . U2 .87 3 .45 75 .5 81 .9 10 .33 26 . U3 . .89 ' : 1 .58 47 .9 80 .4 6 .05 45 . NOTES: LIFTING OR TILTING STRESSES MUST BE CHECKED . MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . MINIMUM AND. MAXIMUM SPACING OF REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS.. MINIMUM COVER TO . REINFORCEMENT IS NOT CHECKED AGAINST ACI 318=89 CODE REQUIREMENTS. BEARING STRESSES ARE NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . THE BEAMS OVER THE OPENINGS ARE NOT DESIGNED BY THE PROGRAM . THE REINFORCING AROUND AN OPENING IS NOT DESIGNED BY THIS PROGRAM . SHEAR MAY GOVERN THE DESIGN OF VERTICAL REINFORCEMENT TILT V1 .01 Page Copyright 1990 PCA Portland Cement Association , All Rights Reserved '�25 ---- TILT --- UP WALLS ---- FILE ALLS ----FILE NAME: PANELS PROJECT NAME : PIONEER BUILDING SUPPLY ENGINEER: JOHAN OYE P .E . FILE DATE: 06/02/91 FILE TIME: 15:30: 19 DESIGN OF TILT UP WALL PANEL ---- GEOMETRY DETAILS ---- PANEL --PANEL HEIGHT = 24 .0 ft PANEL WIDTH = 19 .9 ft PANEL THICKNESS = 5 .5 in. STRUCTURAL THICKNESS = 5 .0 in . . . WIDTH OF OPENING ,= .0 ft TOP ELEVATION OF OPENING = .0 ft BOTTOM .ELEVATION OF OPENING = .0 ft . DISTANCE OF OPENING FROM LEFT EDGE OF PANEL.. = .0 . ft WALL HEIGHT ABOVE ROOF SUPPORT = .0 ft WALL THICKNESS ABOVE ROOF SUPPORT = 5 .5 in ----- CONTINUOUS FOOTING ---- ECCENTRICITY OF BOTTOM SUPPORT= ..0 in ---- MATERIAL PROPERTIES -- CONCRETE DENSITY = 142 .0 pcf. COMPRESSIVE STRENGTH OF CONCRETE = 4 .0 ksi CREEP COEFFICIENT = -1 .5 YIELD STRENGTH OF REINFORCEMENT = 60 .0 ksi STRENGTH REDUCTION FACTOR FOR FLEXURE _ .90 STRENGTH REDUCTION FACTOR FOR COMPRESSION = .70 ---- THE WALL PANEL IS INITIALLY UNCRACKED . ---- - - REINFORCEMENT CRITERIA ---- MINIMUM AREA OF REINFORCEMENT = .120 in-2/ft REINFORCEMENT PLACED IN ONE LAYER . TILT V1 .01 Page Copyright 1990 PCA Portland Cement Association , All Rights Reserved �� 3 .: ---- VERTICAL LOADS. ---- NO CONCENTRATED LOADS ON PANEL UNIFORM DEAD LOAD = ..000 kips/ft UNIFORM LIVE LOAD = .000 kips/ft ECCENTRICITY OF ALL VERTICAL LOADS = • .77 in FACTORED VERTICAL LOAD FOR MULTI-STORY = .0 kips/ft • FACTORED MOMENT FOR MULTI-STORY = .0 -ft-kips/ft • ----LATERAL LOADS ---- WIND PRESSURE = . 16 .3 psf SOIL PRESSURE AT TOP = - . .0 psf - SOIL PRESSURE AT BOTTOM = .0. psf• LENGTH OF BURIED PART OF PANEL = . .0 ft ---- LOAD CASES CONSIDERED IN STUDY ---- U1 = 1 .40D + 1 .70L + 1 .70H U2 = ;75( 1 .40D + 1 .70L + 1 .70W ) • • - U3 = .90D + 1 .30W - • RESULTS OF STUDY **************** ************** REQUIRED REINFORCEMENT = .186 in-2/ft - ` Qi) tZ4 E/Lo STRENGTH APPLIED APPLIED MOMENT MAXIMUM LOAD REDUCTION LOAD MOMENT CAPACITY DEFLECTION HEIGHT/ CASE FACTOR (K/FT ) . ( IN-K/FT ) ( IN-K/FT ) ( IN ) . DEFL . . **** ********* ******** ********* ********* ********** ******** U1 .89 1 .31 .0 28 .8 . .00 75706220 . U2 • .89 .82 . 23 .9 = 27 .8 . 8 .06 36 . • U3 .89 ..70 23 .1 27 .6 • • 7 .84 37 . NOTES: LIFTING OR TILTING STRESSES MUST BE CHECKED . MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT IS NOT CHECKED AGAINST ACI '318-89 CODE REQUIREMENTS . MINIMUM AND MAXIMUM SPACING OF REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . MINIMUM COVER TO REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 . CODE REQUIREMENTS . BEARING STRESSES ARE NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . 11LLi Vl .V1 • r'clC 4 Copyright . 1990 PCA Portland Cement Association , All Rights Reserved /Z3 L --- T_ I L .T --- UP WALLS ---- FILE ALLS ----FILE NAME: PANEL_T . C4coc T 5 a-1E /cam PROJECT NAME: PIONEER. BUILDING SUPPLY � ,��� cg-x) ScPrvt-. ENGINEER: JOHAN OYE P .E . G� FILE DATE: 06/02/91 E3 64444 FILE TIME: 15:30: 19 DESIGN OF TILT UP WALL PANEL ---- .GEOMETRY DETAILS ---- PANEL HEIGHT= 24 .0 ft PANEL WIDTH = 19 .9 ft PANEL THICKNESS = 5 .5 in STRUCTURAL THICKNESS = 5 .0 in WIDTH OF OPENING = .0 ft TOP ELEVATION OF OPENING = .0 ft BOTTOM ELEVATION OF OPENING = .0. ft . DISTANCE OF OPENING FROM LEFT EDGE OF PANEL = .0 ft WALL HEIGHT ABOVE ROOF SUPPORT = .0 ft WALL THICKNESS ABOVE ROOF SUPPORT' = 5 .5 in ---- CONTINUOUS FOOTING ---- ECCENTRICITY OF BOTTOM SUPPORT = .O in . ---- MATERIAL PROPERTIES --- CONCRETE DENSITY. = 142 .0 pcf COMPRESSIVE STRENGTH OF CONCRETE = 4 .0 ksi CREEP COEFFICIENT = • 1 ..5 YIELD STRENGTH OF REINFORCEMENT = 60 .0 ksi STRENGTH REDUCTION FACTOR FOR FLEXURE _ .90 • STRENGTH REDUCTION FACTOR FOR COMPRESSION = .70 ---- THE WALL PANEL IS INITIALLY UNCRACKED . ---- ---- REINFORCEMENT CRITERIA ---- MINIMUM AREA OF REINFORCEMENT = .120 in"2/ft REINFORCEMENT . PLACED IN ONE LAYER . TILT V1 .01 Page Copyright 1990 PCA Portland Cement Association , All Rights Reserved 23 ---- VERTICAL LOADS ---- CONCENTRATED DEAD LOAD = 8 .70 kips CONCENTRATED LIVE LOAD = 10 .10 kips . LOCATION FROM LEFT EDGE OF PANEL = 10 .0 ft WIDTH OF BEARING SUPPORT = 12 .0 in EFFECTIVE WIDTH = 34 .0 in UNIFORM DEAD LOAD = .000 kips/ft UNIFORM LIVE LOAD = . .000 kips/ft ECCENTRICITY OF ALL VERTICAL LOADS = .77 in FACTORED VERTICAL LOAD FOR MULTI-STORY = .0 kips/ft FACTORED MOMENT FOR MULTI-STORY = .0 ft-kips/ft ---- LATERAL LOADS ---- WIND PRESSURE = 16 .3 psf SOIL PRESSURE AT .TOP = .0 psf SOIL PRESSURE AT BOTTOM = .0 psf LENGTH OF BURIED PART OF PANEL = .0 ft --- LOAD CASES CONSIDERED IN STUDY ---- U1 = 1..40D + 1 .70L + 1 .70H U2 = .75( 1 .40D + 1 .70L + 1 .70W ) .. U3 = .90D +. 1 .30W RESULTS OF S. .$ Y f 6; ***: ****************** . -*** REQUIRED REINFORCEMENT = 1 .572 in-2 ft\ STRENGTH , APPLIED APPLIED MO /.. MAXIMUM LOAD REDUCTION LOAD MOMENT CAPACITY DEFLECTION HEIGHT/ CASE FACTOR ( K/FT ) ( IN-K/FT ) ( IN-K/FT ) ( IN ) DEFL . **** ********* ******** ********* ********* ********** ******** U1 .82 10 .36. 9 .5 101 .4 . .21 1343 . U2 .83 8 .59 72 .3 102.6 6 .27 46 . U3 .87 3 .47 26 .4 106 .1 1 .96 147 . NOTES: LIFTING OR TILTING STRESSES MUST BE CHECKED . MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT ISNOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . MINIMUM AND MAXIMUMSPACINGOF REINFORCEMENT IS NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . . MINIMUM COVER TO REINFORCEMENT IS NOT` CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . BEARING STRESSES. ARE NOT CHECKED AGAINST ACI 318-89 CODE REQUIREMENTS . 'R=113EL O9-Ot1� SuPwedr E aa4 fi2DDa Sg.,241-d4-7Z Ce,t.11%G1r(J 44Y-D r�-77-44 Fee. Smoi GSI SvPPaa - Lt JOf10`"1 • O�� pe PROJECT:. SHEET NO. BY: DATE: JOB NO. 2 Z CONSULTING ENGINEER t3 122- 131ST S.•TACOMA,WA 98444• (206)537-8128•FAX 531-1285 4c2G . 1-16-51-Oge5 .. e.t.) - (-2:-: -4-‘)( •oi(-4- .oli) :7 • 4-7 A . . (,l,( _ •r7 g 1 Z ,. So.7 r ,F �p.7e j S , z .._.__._ Z i• 7 gH vs.A. ¢x8 s Tsi • - -p,,s1.1 L .• . IB.'- 9" cci I -- SA-7 ( �1 -kl o c.J L o 4 0 Q.�.� L)t C 4 23 �y.w v�J G. .S+JO�.1 _ ,.,o f tom¢ CSI i' • . • a (7) (1,0)0,4) z. 11•J tI1 • �• D i . •Z4 .� + 9 4-lif .. -- I c 4:fr%r I1 • (9)io = Iso (4)11 . ASV/ .. 140x ITC i , •1 r -7 k . 1 • WC1 - '4� Il I'll). .. . 5°).1 ..(2e oorlloo SHEET NO. PROJECT: S oLope �3 CONSULTING ENGINEER BY: DATE: JOB NO. _ 3 122 131ST S.•TACOMA,WA 98444•(206)537-8128 a FAX 531-1285 &c1-✓*Ue.t.)7 U(1\ FolGa( 44)4D 2c 13 = /7,Th, (• b"/) ---7"-- = ...--3.z7*4 i -7),,,z,--r LO k 0 I Us•L Z. sP -'i(), G(, - o7 4/c (2K ryi/3Jox@ IZ" . L c)(0 D‘.2_;;.r 1).s-JM L,JAD 3pLy 2.z 141 / 6 TY i /2,5 ° 7'15 l � I ccs. Z.2 Tr 1.0 IzyrCF _ (.) e.. /z " Deep 73-i. 07LPT AT G-A.7Le.. Usa A-artc SIJ a 0 o&J C,1 KriL... ..L,*%Lt il. � (3 t- �4- • t! aint� 74 o;o Ion ZF Cio t� 4 l : . ' -T4 CS it, 4) it• 7-q E. C4 " re-i``) 0,F A, 5 ; 1-rZLe. 7- -►/3.1"-ok x20' 0; LDAP 0'1 GA-1a T LE-d-g-2 qak,� 2.s X 9 ' = 2Z.s s F k •o;o . 1.13 -. M ..-• ((. 3Kc *-- • = 60..0 Az < 9.72 BREMERTON BUILDING DEPARTMENT PERMIT Application Date 12/06/1991 Application Number 91AP04496 Issue Date 12/06/1991 Permit Number 1 Assessor Acct # 162401-4-071-2.--- Project Group Site Location 5222 FIRST STREET Owner - Last Name DAVIS First JIM MI Street 5222 FIRST STREET _.- - _ - City BREMERTON ,- State WA-Zi-p„,9.81,10 - Phone (206) 474,10'00 v-----) `r3`\, Tenant's Name z" L- /' e{ 0 ) Agent's Name /-! f,- , \J- ^ ... L one o 'Y Architect's Name 1 , ' f/ /7 [ ] Building [f] ac g\„) A=1- it ri—~�-� M,ha ri,n \ [X] Mechanical [ ] ov,e uildi t+ '' [ ] Burning —'---,-4,, .] f rgrot n [X] Plumbing /' [ ] I obX1-e Fame [ ] Land Clear [ ]„De o;ti i.q n \\. r f �` 1 i ✓ 1 1 / � Building Con a or' I . l �.r% .,j Work will b f c p' t-ed y owner. � ,� l`-- 1 Nature of Wk — Plumbing ecc'ianic l permits for existing job under permit # 114 � ` f - \---'" le l ,\ i /' 1 . A li ' \\ ii - /1 /,,\ - 7 \4 /'+ �j' �' /2 Council Distri - ''� Census T c ��' ( 1 \ i ,„---:,"5 \ ,/ \\ 7 \ < :',,-__/. !/j Construction \ { ~F,ai ti`s -' �- i , peat s Type ,. _ 1 f / 1 .S,,,\ Regu ed Residence [ ] -o ink___ odiidation [ ] Business [X] Type - Framing [ ] Other [ ] Insulation [ ] ,New [X] Plumbing [X] Repair [ ] Status • Mechanical [X] , Remodel [ ] Code Wallboard [ ] Addition [ 10 Final [X] Received By: Approved By: /..7 BREMERTON BUILDT-N G D g P A .R T M E N T C A P P L. I. •C A T I O N t•. Application Number 91AP04495 Contractor J W BROWER COMPANY ' Street City TACOMA �a - - Phone (206) - "- St`af WA p Representative ,-".� -- ,'', State License # JWBR4 15 R i 1r t; omt, Daw08 /199 ^ City License # /,r,/' \s, rationa �/ I/ \ f R,re Place inset F / , ,-y . urea - , // \.7-7---) ) . /�j \\ l ✓ \\i'\ I y--;-• ii iii Gas Out t ets � l's% c---/l::---:\\I ' \ ,/ /La.---A-14- -co. 1 es ` ,.��i1: - C'}nditioning Units 1' \ ; _ at amps to-H t Boxes 4 1 ,r andling Units 1 r� Jigeoods N -J L .. Dryers' Incinea� tors '� Alterati ns Tanks'> \v )//::::1 f \ RefiF'g'�� atio yUnits / - fri. -- - \n te '''''\\.,2\16'\ ' 1__ • . BREMERT• ON BUI LD ;C.1IG DEPARTMENT PLUMBING PERMIT APPLICATION Application Number 91AP04496 , Contractor WELLS PLUMBING Street 7822 RIVER ROAD City PUYALLUP � Phone (206) 845-653Q tae WA Zip �11 . Representative. ,-- I ,7 ��,, State License # WELLS , 178M E ' r --4n ua ez,06. '4/1 9 CityLicense ,,-14,4, 0 ', 7 20i10 � � d 'Bath t bsi�&; '.,, ri � , a,M Basi 4 iKitchen �nks ; " rN ry r 0 gy r aS ye i � f Laundry! Trays 7IF 4 $ l other Washers 17 ,7fy '� c ka.....#gga. -Walter f eatery i * v t Urinals oil , v rink ng Fountains e 4 rain",4 a � x ,A AIS ; terPiping r t Interceptors n' �,n 'l ,V1,0:4 1 t, 2 Vacuum Breaker" '� 'i -gam �megr • Lawn Sprinkler • efi Fire , sprinkler n•6. ` PrIv. te:Pools 41, em mate Po ,e 1 a. P o i - "'-' .� w .44"" * 'q Oroadws�rt4r f3 Sumps Alterations '-'44\14-4 ,, Kidney Machines "e' lroe Private. Hot '`` Semi-Private Hot Tub Public Hot Tubs Other .Options E ' MIT APPLICATION CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 SITE ADDRESS ASSESSOR'S ACCT.# OWNER MAIL ADDRESS ZIP PHONE CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. Class of work: ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MECHANICAL f PLUMBING ,Ro I r fi 15 q/kr COMMENTS W No. Type of Equipment Fee No. Type of Fixture or Item Fee STOVES Gas_Oil_Wood_ MATER CLOSET(TOILET) FIREPLACE INSERT • BATHTUB / FURNACE Gas(Nat. LPG.—)Oil_ 3 LAVATORY (WASH BASIN) Wood add on_ ther_Electric_ SHOWER BTU KITCHEN SINK& DISPOSAL Type: Up flow_Down flow_ DISHWASHER Horizontal_Wall_ LAUNDRY TRAY CONVERSION BURNER: Gas_(Nat._ LP_) CLOTHES WASHER Under 100,000_Over 100,000_ / WATER HEATER URINAL UNIT HEATER BTU_Gas_Elec._ DRINKING FOUNTAIN • BOILER Gas_Oil_Electric_ FLOOR - SINK OR DRAIN Other_HP_ SLOP SINK GAS SYSTEM Max. 5 outlet Total_ / WATER PIPING &TREATING EQUIP. _ EVAPORATION COOLERS Roof_Wall_ WASTE INTERCEPTER (Grease) jBTU 9-VACUUM BREAKERS & BLACKFLOW DEVICE _ AC UNIT Electric Gas Elec. Combo_ LAWN SPRINKLER SYSTEM BTU_ _ 'SWIMMING POOL- Private .Public HEAT PUMP Single Package_Split_ GROUNDWORK Add on_BTU Ton_ SUMP MIXING OR REHEAT BOX CFM_BTU_ ALTERATION AIR HANDLING UNIT CMF_BTU_ KIDNEY MACHINE _ • FANS Exhaus@a Supply_Bath RANGE HOOD Residential_Comm._ _ PERMIT$_ • ROOF DRAINS TOTAL$ _ CLOTHES DRYER Res._Comm._ • NOTICE INCINERATOR THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED ALTERATION TO DUCT SYSTEM IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUS- Heatin /Conlin _Exhaust— SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK g g - IS COMMENCED. - TANKS Oil_Gas_Propane w/OK I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND from Fire Dept._Gallons KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS.AND REFRIGERATION UNIT ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME PERMIT$ ' TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER TOTAL FEE $ STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) FINAL APPROVAL SIGNATURE OF OWNER(IF OWNER BUILDER) •(DATE) RECEIPT NO. PERMIT .. (White-ORIGINAL,Yellow-INSPECTOR,Pink-APPLICANT) il FILE COMMENTSr SITE ADDRESS: ba / S-1--- ,. APP. NO. "Y I PO 3s Li ('-- OWNER: j/Inr-1 C-- 3 PERMIT NO. NUMBER OF PLAN SETS 3 VALUATION: 13'4-15i 5-3.:.) FEES PAID: PLAN CK. V BLDG. SRCHG. '" PLBG. MECH. OTHER DATE DATE APP. W/ NOT ROUTING: SET# SENT RETURNED APP. COMMENTS APP. REVIEWER BUILDING .(4Attql Ilif (1L---v PLANNING Z ( ( ',? I r ( ( 6_ R ( - re-6U)--_,/ . / � ENGINEERING L41'T j'7/ • 44 # f �L-milk._Lk...._ • , . .. -7.1q) jrAI1Iv`I-iit �;c...S, / WATER Pv _ qiiivJ � FIRE e TRAFFIC E HEALTH DEPT. 0 DATE COMMENTS p e' /diGI _.)<=4* -tel ip-caq b . '14 t cR -'d- sr-A-vt_A--„,p q-- Gk-ick--tA__/±_,(' .it ,-Ip/(,/ , .0( i I/ K Pr BREMERTON MUNICIPAL UTILITIES 1815 3027 Olympus Drive Bremerton, Washington 98310-4799 (206 ) 478-5318 UTILITY SERVIGR_APBE. „I Work Order No. Tap No. Receipt No. 4 3 cDia Bremerton, WA. , 19__ The undersigned property owner hereby applies for Utility service at: Servioe Address : Legal Description: Plat Block Lot Kitsap County SERVICE REQUIREMENT: [ ] Water [ ] Wastewater [ ] Stormwater SERVICE AREA: [ ] Marine Drive Water [ ] Sewer District #1 [ ] City [ ] North Perry Water [ ] Tracyton Water [ ] County [ ] Port of Bremerton [ ] SERVICE CHARGES : Connection/Inspection Fee: BARS #, Water: Domestic Size $ _ Fire Size $ Wastewater $ _ Storm Water $ Front Footage Fee: Water $ Wastewater $ Storm Water $ Sall ..a i Ud..t ' Water # of units @ $ $ Wastewater . .# of units @ $ $ Storm Water .# of units @ $ $ System Development Charges : Water $ Wastewater $ Storm Water $ Temporary Service Road Permit [ ] City [ ] County . . $ Street Restoration [ ] .Asphalt [ ] Concrete $ Tapping Fee $ Deposit $ Other Storz Adaptor $ 128.64 401-388.1000 TOTAL $ 1 . Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shallbecome a lien on the property serviced. 2 . By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following: a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main. (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship. ) b. Changes in pressure, flow or temporary shut-off of services due to system maintenance, emergency or non-payment of charges . Name Jim nava g Phone Number ( ) Billing Address 5222 1st St_ City RrPmPrron State WA ZIP 98312 Owner's Signature .010 A Date , 19_ Agent's Signature , " _ Date , 19 Accept on behal of :remerton Municipal Utilities : n By: l/L�� Date r ' ) 1 , 19 aj Origi al & Yellow Copies : Utilities Accounting Pink Copy: Utilities Engineering Goldenrod Copy: Customer INSPECTION RECORD CARD )177'8 lr CITY OF BREMdERTON BUILDING DEPARTMENT 1214R PERMIT NUMBER ADDRESS 5222 First Street OWNER Jim Davis PHONE CONTRACTOR Simon Construction PHONE 1 1 FOUNDATION 1. PERMIT ON SITE 7. CHECK FOR FILL 2. CHECK PLANS TO PERMIT 8. REQUIRED STEEL IN PLACE 3. CHECK SETBACKS 9. CHECK FIREPLACE FOOTING 4. PROPERTY STAKES 10. ANCOR BOLTS Ilta9 _74/. 5. FOOTING WIDTH & DEPTH 11. FOUNDATION VENTS 6. SOIL BEARING O.K. 12. CRAWL ACCESS " COMMENTS: 4S 44i FOUNDATION INSPEC O 1 ��$4/ APPROVED BY; . --- L6.�L,A , 2A FRAMING 20. FIREBLOCKING STAIRS 1.WIRING APPROVED DROP CEILINGS 2.FOUNDATION VENTS TUBS OR SHOWERS 3. SHIELD UNDER POSTS ROOF & CEILING LINES N 4. POSITIVE CONNECTIONS FURRED OUT AREAS , 5. SOIL TO WOOD CLEARANCE FIREPLACE AT CEILINGS 6. BEAM SUPPORT HOLES PLUGGED TOP &BOTTOM 7. TR. MAT. NEXT TO CONC. LID IN VOIDS 8. WASHERS ON ANCHOR BOLTS 21. WINDOWS 9. BEAMS PROPER SIZE MEETS ENERGY CODE CLASS 10. FLOOR JOIST SPAN SAFETY GLAZING 11. NOTCHING &DRILLING REQUIRED FIRE EXITS 12. STAIRS WINDOW SILL HEIGHT WIDTH 22. CEILING HEIGHTS RISE &RUN 23. SWAY BRACING WINDERS 24. TRUSSES LANDINGS PROPERLY INSTALLED HEADROOM STAMPED 13. ATTIC VENTILATION (upper &lower) PROPERLY BRACED 14. CHIMNEY STRAPS SECURED 25. ATTIC ACCESS 15. FIREPLACE COMBUSTION AIR 26. RAFTER &JOIST SPAN 16. FANS VENTED TO OUTSIDE 27. ROOFING, FLASHING, SHEATHING 17. WATER CLOSET CLEARANCE 28. SIDING 18. SMOKE DETECTOR 19. SHEETROCK BACKING COMMENTS: UNDER STAIRS Sz /:fzc ( ABOVE GARAGE DOOR HANGERS ft . cc it ���rc.e a ///,q,2/11 FRAMING INSPECTIO �� )� APPROVED BY: / c :c ` frdi-s ia mmaiii 2B INSULATION COMMENTS: 1. PROPER R-VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPEC I4+ APPROVED BY: !' PP''' , MECHANICAL HVAC APPROVED BY: A" .- 1. PERMIT ISSUED 2. FURNACE LOCATIONGAS PIPING APPROVED BY: i2/i�� ) 3. FURNACE CLEARANCE DT 4. 'B' VENT SIZING 5. 'B' VENT CLEARANCE 1. WOOD STOVE CLEARANCE f 6. 'B' VENT SUPPORT 2. CHIMNEY CLEARANCE V7. COMBUSTION AIR 3. HEARTH EXTENSION 8. DUCT SIZING 4. CHIMNEY HEIGHT ,/ 9. DUCT SUPPORT &JOINTS 10.GA5 PIPING TEST WDST APPROVED BY: 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: p PLUMBING 1. PERMIT ISSUED 6. PROPER FITTINGS 2. UNDER TEST 7. REQUIRED CLEANOUTS 3. WATER PIPE SIZING 8. PROPER GRADE 4. DWV SIZING 9. HWT PRES. RELIEF VALVE &UNE 5. PROPER SUPPORT 10. SEISMIC STRAP 1 COMMENTS: = UNDERGROUND APPROVED ROUGH-IN PPROVE / , I BY: BY: 3 WALLBOARD 6. FIRE SEPARATION IN GARAGE NAILING 7. ATTIC ACCESS 1. OVER SIDES 8. DRAFT STOP IN ATTIC 2. 3. WAR AT TUB OR SHOWER 9. PROPER CONST. OF FIRE WALLS 4. 518 UNDER STAIRS 10. DROP CEILING &LIGHTING 5. FURNACE ENCLOSURE COMMENTS: WALLBOARD APPROVED BY: 4 FINAL 1. HANDRAILS 9. HOT WATER TANK PRL _ 2. GUARDRAILS_ ____ 10. OUTSIDE_C-RADE HEIGHT 11. SOIL TO SIDING CLEARANCE INTERMEDIATE 12. SMOKE DETECTORS o 3. EXHAUST FANS 13. FIREPLACE HEARTH 4. WATERPROOFING IN SHOWERS 14. SAFINSETY GLAZING 5. DISHWASHER AlRGAP WINDOWS MEET ENERGY CODE 6. FIRE DOORS UNDERFLOOR &ATTICE INSUL. LABLED AS REQUIRED WATER PIPE &HEAT DUCTS SELF CLOSING 7. FIRE DAMPERS INSTALLED 16. WOODSTOVE APPROVED 8. PENETRATIONS IN FIRE WALLS 17. WINDOWS &DOORS CAULKED FINAL PLMB, APPR, (comm,) ----- COMMENTS. FINAL MECH. APPR. (comm, FINAL BUILDING APPR. ,L, Z � �