Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
239 BRUENN AVE
BUILDING PERMIT 239 BRUENN AVE ;' ~i][!J! INSPECTION .CARD NORTH COAST ELECTRIC - INSTALL STORAGE RACKS This Placard must be posted on or near building and the Permit & "Approved" plans must be at the sit, Plumbing D Mechanical D Alarm/Sprinkler D Buildin Permit # BB09 00414 P'O N SIN Call the following Agency Telephone Numbers for inspections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5394 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines s hall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not readyor corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection I Special Inspection - High-Strength Bolts, Send report to Bldg Dept I Final Inspection - Building 4 b '1-- FINAL BUILDING (360) 473-5870 All a/the above must be approved. (Jf2t4. gS<l Occupancy approval/or SFR only - Commercial structures require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEP ARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER Print Parcel Search Map Kitsap County Parcel Search i .'~,. '2' '-J (,) <( :! -oJ w . ~i" . , ~. ~.. , 1'0- o. ~, .., "~"'; 'i ", '~:" ,:~ cA . 1'4 ". :';{!:vli&~ . <1' , . ,r"l::(L' . i r . :'~:r .. i. ~ 'M ~; flS) 0::' . m': ,~1: ,i 1ST ST"> ~ <( tJ)' w' ~{2: l i , . . Dcb PROPERTIE,.So INC t6~401-3~;104-2008 . Co Ii hi @ 2009 KifSt{ DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] Legend Parrie "S 'Road. Names MilitarY Page 1 of 1 http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=ZOOMOUT &AP AN=... 7/20/2009 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: BB0900414 DATE ISSUED: 07/21/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 162401-3-104-2008 ENGINEERED PRODUCTS, A PAPE ADCa PRaPERTIES INC' ENGINEERED PRaDUCTS, A PAPE SUBMITTED: 07/09/2009 VALUATION: $4,500.00 Building Permit $102.00 2211 Plan Review Fee $66.30 4580 State Surcharge $4.50 0236 TOTAL FEES: $172.80 Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: FC PHONE: (206) 394-3312 PHONE: PHONE: (206) 394-3312 PHONE: 0' SITE ADDRESS: 239 BRUENN AVE ADDRESS: 9883 40TH AVE, SEATTLE, WA 98118 ADDRESS: Po. BOX 310, KENT, WA 98035 ADDRESS: 9883 40TH AVE, SEATTLE, WA 98118 ADDRESS: APPROVED: 07/20/2009 EXPIRATION: 01/17/2010 STATUS: ISSUED ..-~...~' -..... _ 2. I ~ c;>e-;>/ Commercial Building Permit w/ Mechanical/Plumbing NORTH COAST ELECTRIC -INSTALL STORAGE RACKS Building Code Edition: IBC: 2006 Occupancy Group: Type of Construction: Type V, Unprotected Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant (360) 473-5870 (360) 415-4000 FIRE: Fire Inspections HEALTH: Kitsap County Health District PW&U: Public Works - Engineering TaTAL (360) 473-5394 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time afterthe work is commenced for a period of180 days. It is the responsibility of the permit holderto see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of1967. 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: .- f).,1-\ ,W Ir- CONDITIONS City of Bremerton's approval of this application pertain ity's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with fe Emiror state laws. DCD: Validity of permit. The issuance or granting of a permit shall nat be construed to. be a permit far, or an approval of, any violation of any of the provisions of the Washington State Building cade ar 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 an construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction dacuments 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. DCD: Prior to performing any renovation or demolition work, puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos- cantaining materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA) building inspector (except renovation or owner- 10. (DCD-02) 10. (DCD-01) :Q2. Page 1 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: 880900414 DATE ISSUED: 07/21/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 162401-3-104,2008 ZONING: FC APPLlCANc NAME: ENGINEERED PRODUCTS, A PAPE PHONE: (206) 394-3312 OWNER NAME: ADCO PROPERTIES INC PHONE: CONTRACTOR: ENGINEERED PRODUCTS, A PAPE PHONE: (206) 394-3312 LENDER NAME: PHONE: 0- SUBMITTED: 10. (DCD-47) 10. (DCD-50) 11. (DCD-14) 12. (DCD-32) 50. (FIRE-01) 07/09/2009 APPROVED: 07/20/2009 SITE ADDRESS: 239 BRUENN AVE ADDRESS: 9883 40TH AVE, SEATTLE, WA 98118 ADDRESS: ADDRESS: ADDRESS: PO BOX 310, KENT, WA 98035 9883 40TH AVE, SEATTLE, WA 98118 EXPIRATION: 01/17/2010 STATUS: ISSUED occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.c1eanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lnLwa.gov/p-ts/asbestos/asbestos.htm. DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re-inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. ' 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. DCD: ApprovedPlans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. Changes to Plans. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bre'1lerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal office call; Mike Six 473-5386 or e-mail @MichaeI.Six@cLbremerton.wa.us Joel Wulf 473-5387 or e-mail @JoeI.Wulf@cLbremerton.wa.us All questions, to be binding, must be followed with an email re-stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. ALL PROJECTS REQUIRE A VISIBLE ADDRESS DURING AND AFTER CONSTRUCTION ALL PROJECTS ARE REQUIRED TO HAVE FIRE EXTINGUISHERS UNLESS EXEMPT BY THE INSTALLATION OF A FIRE SPRINKLER SYSTEM W/ QUICK RESPONSE HEADS FIRE PROTECTION SYSTEM/FEATURES MAY REQUIRE MOVING TO ENSURE PROPER ~ ~ w 12k- Page 2 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: BB0900414 DATE ISSUED: 07/21/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 162401-3-104-2008 ZONING: FC APPLICANT NAME: ENGINEERED PRODUCTS, A PAPE PHONE: (206) 394-3312 OWNER NAME: ADCO PROPERTIES INC PHONE: CONTRACTOR: ENGINEERED PRODUCTS, A PAPE PHONE: (206) 394-3312 LENDER NAME: PHONE: 0- SITE ADDRESS: 239 BRUENN AVE ADDRESS: 9883 40TH AVE, SEATTLE, WA 98118 ADDRESS: PO BOX 310, KENT, WA 98035 ADDRESS: 9883 40TH AVE, SEATTLE, WA 98118 ADDRESS: SUBMITTED: 07/09/2009 APPROVED: 07/20/2009 EXPIRATION: 01/17/2010 STATUS: ISSUED ACCESS.. 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. Special Inspection - High-Strength Bolts, Send report to Bldg Dept Final Inspection - Building Page 3 of 3 10,., e RECEIVED ~~ 8&1& O~q 0:21 J if CityofBremerton PERMIT CENTER JUL 092009 COMMERCIAL CITY OF BREMERTON Department of Community Development Building Permit Application ,! Department of Community Development * 345 - 6th Street. Suite 600 * Bremerton. W A 98337-1873 (360) 473-5275 * Fax (360) 473-5278 * www.ci.bremerton.wa.us ""'''!I:il' ",.~". ""~>m~Dl'.im\"".'~'~' "' , ,., . !lJ~"~.!ii1k~ll~D""~"'''''J''~'~';ji,='rill1;*i","$J~"''~l~~~jl[!l~h\0JR ~pnJ!~,~t:~~ fii~' "m!~~:;,~~t~~} ~umQ~ij~'<.J!t~~;~ Business Name: ___~Q.~.:fi'__~~A~r__e.1..jS,~~L~____________L2-8_Qq_D_~j 7 S Site Address: ______~19___a-RQ~tt~~~~___________________________ To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: Address: Ci ,State, Zi : License # & Ex Contact Name: Contact Phone #: Email address: r Tax ID/Parcel #: D Sewer Septic Iwna'~~rJnl :au~UcatiODr.;farfti)rL~leaseicaifcK\\\ljl~~~~llli!ltl,!'~~~D'IfifeW:"~;r~~st":~~fem'llD, "1~l\ltef,atloi5~Il~da'ftio~w b..... ,'~ .~.~,,"'" ".,."",,~,".., ..h,1-t<",", IlP, d"...-_.'r '." "'.;.,.~ll~_M.~,l.__....,_.Jl"..... ,.",W.", ~...........'" IJ",,~~~Ug >~~',~~"~'7....w..N~N""'~"_~'",,/""~'l.Jfe *+J"""",,,",+,,,,,;,,,,,,,,",;.;>,,",,,,,,,,L-Jr.{I,.p,,,"'i'Wi>,,,,,w,,,,.J,~J~ D NEW COMMERCIAL t.::JL.R..P".. D TENANT IMPROVEMENT WITH WORK D COMMERCIAL REMODEL dOCo '7 (S -- D TENANT IMPROVEMENT WITHOUT WORK D COMMERCIAL ADDITION 0 I 4- 2> D NEW SIGN D COMMERCIAL REPAIR D GRADING (Cubic Yards: ___________) DNEWMULTI-FAMILY D REROOF D DEMOLITION ____ Interior ___ Exterior** ___ Foundation Wall** ____ Roof / Section** ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. D OTHER: --_______________________ ' IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YESD NO if Scope of work proposed: .=D.l$'TtU.~" :r-rol2A&"~ RAGk. T /<...l4~J,Y~(yl:::// '''~/Z~;pf..A:-7 d? C.-,d /' r-~~ y ) ~;<~ Square Footage: Building: Construction Type: __________ /' Valuation Plan Review Fee Permit Fee Surcharge Total Fees .oJ. () 00 , 0 .. . Application for which no permit is issued within 18{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 bei No applicant shall be extended more than once. In order to renew action on an application are ir ion, t applicant shall esubm' plans a d p~review fee. /' ~ / So /7;). Date / Rev. July 2Q..ri "" ~.. '\ tructural Concepts Engineering 1200 N. Jefferson St., Suite F Anaheim, CA 92807 Tel: 714.6327330 Fax: 714.6327763 e-mail: mail@sceinc.net . RECEIVED City of Bremerton I'JUL 0 9 2009 Departmen\ of Community Development Prqject Name: NORTH COAST ELECTRIC 68D'1 oo.;..{ 11 Prqject Number: J-060109-4 Date: 06/12/09 , ~, ~"'l" ", f.'f/ Fin L;, C'<~ """"i'.." "'j''''' -.~ ;: .il {~: ~,) '." - ':"~~'\i,_ ."~" JUN 1 5 2009 Street Address: 239 BRUENN AVE. City/State:' BREMERTON. W A 98312 Scope of Work : STORAGE RACKS ~ ~ Stru~tural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 TABLE OF CONTENTS 1itle Page ...... .... ........... ....... ............. ..................... .................................... .............. Table of Contents............. .... ................. ............ ...........h... .................. ............... ...... Design Data and Definition of Components ............................................................ Critical Configuration . ........ ....... ............ ...................... .......... .......... .......... .............. Seismic Loads. ............. ............ .......................... ....... .......... .... ...... .......... ............. .... Col umn ....... ........... .... .... ...... ... ..... .......... ... ........ ........ ...... .......... ........... .... ................ Beam and Connector ............................................................................................... Bracing ......................... .... ....... .................................................... '''''' ...................... Anchors . ..... ........... ......:... ....... ... ..... .... ..... ....... ....................... ........... .......... ............. Base Plate.... ........ ................ .......... ............... .... ... ... .............. ...... ........................ ..... Slab on Grade . ... ......... ..... ........ .... ..... ........ ..... .......................................................... Other Configurations .......... ....... ... ....... ......... .......... .................................. ............... 1 2 3 4 5 to 6 7 8to 9 10 11 12 13 14 to '5 ,~!OIr(,Tli COAST ELECTti()C- TYIDE A Paqe 2. of 15 6/,'2/2009 Structural Concepts ~ Engineering . - ... . . 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Projea #: J..oS0109-4 Design Data 1) The analyses conforms to the requirements of the 2006 IBC and the 2002 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RMI) and the ASCE 7-05, section 15.5.3 2) Transverse braced frame steel conforms to AS1M AS70, Gr.55, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy=55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The reinforced slab is 5" thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components A Column ~_m Product : Beam Spacing ~ Base Plate and Anchors . HOrizontal Brace f: :~ ~: Beam to Column Connector Diagonal Brace Frame Height ~: ~ Panel Height ~ Beam Length Front View: Down Aisle (Longitudinal) Frame I~ Frame ~I I Depth I Section A: Cross Aisle (Transverse) Frame The components herein are designed within the guidelines of the 2006 !Be and the 2002 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional building official. NORTH COAST ELECTRIC-TYPE A Page 3 of '5 GJ I 2/2009 Structural Concepts ~?7 Engineering ,-~ 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Configuration &. Summary: TYPE A SELECTIVE RACK T 48" 176" + 48" t 48" J ~r - r ~ 00" IBC 2006 Seismic Criteria 55=1.529, Fa=1 # Bm Lvls 3 176" T 54" t 54" t 54" 1- +- 44" -,} # Diagonals 3 Beam Length 96 in Component Description. STRESS Column Fy=SSKsi lMT LM20j3x3xl4ga P=S400 Ib, M=17181 in-Ib O.83-0K Column Backer None None None NjA Beam Fy=SSKsi LviI: lMT LBF404j4"deepx2.7S"xO.07S" Lu=96 in I Capacity: 5993 Ib/pr 0.S8-0K Beam Connector Fy=SSKsi LviI: 3 PIN OK I. Mconn=IS900 il1-lb I Mcap=16922 in-Ib 0.94-0K Brace-Horizontal Fy=SSKsi LMT 1-1/2xl-1/4xl4ga 0.26-0K Brace-Diagonal Fy=SSKsi LMT 1-1/2xl-1/4x14ga . 0.71-0K Base Plate Fy=36Ksi 7x4x3/8 I Rxity= 0 in-Ib 0.46-0K Anchor 2 per Base OS' x 3.2S" Embed HIL TI KWIKBOL T TZ ICC ESR 1917, SPECIAL INSPEC. REQD, (T =4S3 Ib) 0.16-0K Slab 5" thk x 2S00 psi slab. 1000 psf Soil Bearing Pressure 0.S9-0K Level Load Per Story Force Story Force Column Column Conn. Beam level (Pl) Beam Spcg Brace .Transv Longit. Axial Moment Moment Connector 1 3,500 Ib 48.0 in 54.0 in 2091b 12SIb S,400 Ib 17,181 "# 15,900 "# 3 PIN OK I 2 3,500 Ib 48.0 in 54.0 in 4181b 249lb 3,600 lb 7;470 "# 9,550 "# 3 PIN OK 3 3,500 lb 48.0 in 54.0 in 6271b 3741b 1,800 Ib 4,482 "# S,815 "# 3 PIN OK Notes Total:. 1,2541b 7471b NORTH COAST ELECTRIC-TYPE A f'age ~ of i.5 G/ I 2/2009 Structural Concepts ~~ En~~~:~~~e'son Ste. ste F AnaheIm. CA 92807 Tel, 714.632.7330 Fa., 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Seismic Forces Configuration: TYPE A SELECTIVE RACK Lateral analysis is performed with regard to the IBC 2006 See. 2208.1 and the 2002 RMI See 2.7.3. & ASCE 7-05 see 15.5.3 Transverse (Cross Aisle) Seismic Load Dl per LvI= 100 113 V= Cs*Ip*(LL*O.67+1.0*DL) Cs * Ip= Ws= (0.67 * PLRF * PL) + DL Vrrin= 0.015 (RMI See 2.5.1.2) = 7,335 113 Eff Base Shear= 0.1710 Cs= 0.67*2.5*Ca/R >= 0.14 * 2/3 * 55 * FallA. = 0.1710 Vtransv= 0.171 * (300 113 + 7035 113) = 1,254 113 ASD Loading Level 1 2 3 PL (Product Load) 3,500113 . 3,500 113 3,500 fb PL *0.67*PLrf 2,345113 . 2,345 113 2,345 113 DL 100 fb. 100113 100113 hi 48 in 96 in 144 in wi*hi 117,360 234,720 352,080 55= 1.529 51= 0.542 Fa= 1.000 Fv= 1.500 Ca=OA*2/3*Ss*Fa= 0.4077 (Transverse) R= 4.0 Ip= 1.0 PLRF= 1.0 R 209.0 113 418.0113 627.0 fb R*hi 10,032-# 40,128-# 90,288-# 7,035 113 704,160 2:=140,448 300 113 W=7335 fb Longitudinal (Downaisle) Seismic Load Ws= (0.67 * P4.F * PL) + DL = 7,335113 Eff Base Shear= 0.1019 Cs * Ip= 0.67*1.2*Cv/(R*T^0.66) >= Vmin2 Vlong= 0.1019 * (300 113 + 7035 fb) = 0.1019 = 747113 ASD Loading Vminl={LQlq~'.. Vrrin2= O.14"2/3"Ss"Fa/l.4~ PL (Product Load) PL *0.67*PLrf DL 3,500 fb 2,345 113 100 fb 3,5QOlb 2,345 lb 100 Ib 3,500 113 2,345 113 100 113 Level 1 2 3 hi 48 in 96 in 144 in wi*hi 117,360 234,720 352,080 1,254 113 T = 1.00 see P~F= 1.C (Longitudinal) R= 6.0 Cv=2/3*Sl *Fv= 0.5420 R 124.5 113 249.0 113 373.5 113 7,035 113 704,160 747113 300113 W=7335 113 NORTH COA5T ELECTRIC-TYPE A Page.5 of 15 (:;/1 2/2009 Structural Concepts ~0 Engineering . _.~ 1200 N. JeffersonSte. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Downaisle Seismic Loads Configuration: TIrE A SELECTIVE RACK Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Vlong= 747 Ib Vcol=Vlongj2= 3741b F1= 125 Ib F2= 2491b F3= 3741b Typic.1 FtOme m.de ot-bNo columns .~_L..__ ~ .. . ?:~~:~;;~ : ~~:~ _ _ i~~ I ;:t;- Seismic Story Forces Tor View ....--------" Seismic Story Moments Front View 5id~ V~W Conceptual Sl'Stem Mbase-max= 0 in-lb <=== Default capacity Mbase-v= (Vcol*h1eff)j2 = 8,591 in-Ib . <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 0 in-Ib h h2 A . . 1 h1eff II Veol M 1-1= [Vcol * hleff]-Mbase-eff == (3741b * 46 in)-O in-Ib == 17,181 in-Ib M 2-2== [Vcol-(Fl)j2] * h2 = [3741b - 124.5 Ib]*48 inj2 == 7,470 in-Ib Mseis== (Mupper+Mlower)f2 Mseis(I-I)== (17181 in-Ib + 7470 in-lb)j2 == 12,326 in-Ib Mseis(2-2)= (7470 in-Ib + 4482 in-lb)f2 = 5,976 in-Ib Beam to Column Elevation Summary of Forces LEVEL hi Axial Load Column Moment Mseismic Mend-fixity Mconn Beam Connector 1 48 in 5,400 Ib 17,181 in-Ib 12,326 in-Ib 3,574 in-Ib 15,900 in-Ib 3 PIN OK 2 48 in 3,600 lb 7,470 in-Ib 5,976 in-Ib 3,574 in-lb 9,550 in-Ib 3 PIN OK 3 48 in 1,800 Ib 4,482 in-Ib 2,241 in-Ib 3,574 in-Ib 51815 in-lb 3 PIN OK Mconn-allow(3 Pin)= 16,922 in-Ib ,\'O\(T,'-j COAST ELECTR,'C- TY,DE A Paqe G of L5 61,' 2/2009 , Struc~ural Concepts ~ Engineering '- '." 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J~60109-4 Column Configuration: lYPE A SELECTIVE RACK Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: LMT LM20/3x3xI4ga Aeff = 0.643 in^2 Ix = 1.130 in^4 Sx = 0.753 in^3 rx = 1.326 in Qf= 1.67 E= 29,500 ksi Iy = 0.749 in^4 Sy = 0.493 in^3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 48.0 in Ky = 1.0 Ly = 54.0 in Cb= 1.0 , r- 3.000 in -1' c=J]~;" ~ ,~ 0',75 in Loads Axial=P= 5,4001b Moment=Mx= 17,181 in-Ib (Column stTesses@ Levell)) Axial Analysis KxLx/rx = 1.7*48"/1.326" = 61.5 KyLy/ry = 1*54"/1.08" = 50.0 Fe= n^2EI(KIjr)max^2 = 76.9ksi Fy/2= 27.5 ksi Fe > fyI? R1= Fy(Hy/4Fe) = 55 ksi*[1-55 ksij(4*76.9 ksi)] = 45.2 ksi Pn= Aeff*Fn = 29,040 Ib Qc= 1.92 Pa= Pn/Qc = 29040 Ib/1.92 = 15,125 Ib P/Pa= 0.36 > 0.15 Bending Analysis Check: P/Pa + (Cmx*Mx)/(Max*w) :<>. 1.33 P/Pao + MxjMax:<>. 1.33 Pno= Ae*Fy = 0.643 in^2 *55000 psi = 35,365 Ib Pao= Pno/Qc = 35365Ib/1.92 = 18,4191b Myield=My= Sx*Fy = 0.753 in^3 * 55000 psi = 41,415.in-lb Max= My/Qf = 41415 in-lb/1.67 = 24,799 in-Ib Pcr= n^2EI/(KL)max^2 = n^2*29500 ksi/(1.7*48 in)^2 = 49,411lb I1x= {1/[I-(Qc*P/Pcr)]}^-1 = {1/[1-(1.92*5400 Ib/49411lb)]}^-1 = 0.79 Combined Stresses (5400 Ib/15125 Ib) + (0.85*17181 in-lb)/(24799 in-lb*0.79) = (5400 Ib/18419Ib) + (17181 in-lb/24799 in-I b) = 1.10 0.99 < 1.33, OK < 1.33, OK (EQ C5-1) (EQ C5-2) NORTH COAST ELECTRIC-TYPE A Paqe 7 of 15 G/ I 2/2009 Sietural ~;E~:ineering ---,-"",I:iis? 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC BEAM Configuration: TYPE A SELECT1VE RACK LJt I tRMINt AI.l..UWAI:ILt MOMl:N I CAPACI TY Determine allowable bending moment (FMn) per section B of the 1996 AISI. A) Check compression f1anoe for local bucklino (B2.1) w= c - 2*t -2*r = 1.875 in - 2*0.075 in - 2*0.075 in = 1.575 in wjt= 21 1=lambda= [1.052j(k)^0.5] * (wjt) * (PyjE)^O.5 = [1.052j(4)^0.5] * 21 * (55j29500)^0.5 = 0.477 < 0.673, Range is fully effective Eq. B2.1-4 Eq. B2.1-1 B) check web for local buckling per section b2.3 f1(comp)= Fy*(y3jy2)= 48.93 ksi f2(tension)= Py*(yljy2)= 100.70 ksi Y= f2jfl = -2.058 k= 4 + 2*(1-Y)^3 + 2*(1-Y) = 67.31 flat depth=w= yl +y3 = 3.700 in w/t= 49.33333333 OK 1=lambda= [1.052j(k)^0.5] * (wjt) * (f1jE)^O.5 = [1.0521(67.31)^0.5] * 3.7 * (48.93j29500)^0.5 = 0.258 < 0.673 be=w= 3.700 in . bl= be(3-Y) = 0.732 bl+b2= 2.582 in > 1.21 in, Web is fully effective Determine effect of cold workino on steel yield point (Fva) oer section A7.2 Pya= C*Fyc + (l-C)*Py (EQ A7.2-1) Lcorner=Lc= (pj2) * (r + t/2) 0.177 in Lflange-top=Lf= 1.575 in m= 0.192*(FujPy) - 0.068 = 0.1590 Bc= 3.69*(Fu/Fy) - 0.819*(FujFy)^2 - 1.79 = 1.427 since fujFv= 1.18 < 1.2 and rjt= 1 < 7 OK then Fyc= Bc * Fy/(R/t)^m = 78.485 .ksi Thus, Fya-top= 59.31 ksi (tension stress at top) Fya-bottom= Pya*Ycg/(depth -Ycg) = 115.13 ksi (tension stress at bottom) Check allowable tension stress for bottom f1anoe Lflange-bot=Lfb= Lbottom - 2*r*-2*t = 2.450 in Cbottom=Cb= 2*Lcj(Lfb+2*Lc) = 0.126 Fy-bottom=Fyb= Cb*Fyc + (1-Cb)*Fyf = 57.97 ksi Fya= (Fya-top)*(FybjFya-bottom) = 29.86 ksi if F= 0.95 Then F*Mn=F*Fya*Sx:=! 26.89 in-k Eq. 82.3-5 Eq. B2.3-4 b2= be/2 = 1.85 in Eq 82.3-2 C= 2*Lcj(Lf+2*Lc) = 0.184 in . (EQ A7.2-4) (EQ A7.2-3) (EQ A7.2-2) T 4.000 in 1 Project #: J-060109~4 ~ 2.75 in +1.88 in + 1.625 in 0.075 in Beam= LMT lBF404/4"deeDx2.7S"xO.07S" Ix= SX= Ycg= t= Bend Radiu5=r= Fy=Pyv= Fu=Fuv= E= top f1ange=b= bottom f1ange- Web depth= ffi2f y3 t depth Ycg y1 2.050 in^4 0.948 in^ 3 2.640 in 0.075 in 0.075 in 55.00 ksi 65.00 ksi 29500 ksi 1.8/5 in 2.750 in 4.000 in Fy yl= Ycg-t-r= 2.490 in y2= depth-Ycg= 1.360 in y3= y2+r= 1.210 in 8.0 ~ 15 ~ 5 treuraJ ~cE:Sgineering ~ 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. BEAM RMI ::'ectlon ~.L, fJ I 11 Section Project: NORTH COAST ELECTRIC Configuration: TYPE A SELECf1VE RACK Project #: J-060109-4 Beam= LMT LBF404/4"deepx2.75"xO.075" Ix=Ib= 2.050 in^4 Sx= 0.948 in^3 t= 0.075 in Fy=Fyv= 55 ksi Fu=Fuv= 65 ksi Fya= 59.3 ksi E= 29500 ksi F= 150.0 b 2.75 in t 1.88 in + L= 96 in T 4.000 in 1 Bending Mcenter=F*Mn= W*L *W*Rm/8 0.075 in W=LRFD Load FactDr= 1.2*DL + 1.4*PL + 1.4*(0.125)*PL FOR DL=2% of PL, W= 1.599 Rm= 1 - [(2*F*L)j(6*E*Ib + 3*F*L)J 1 - (2*150*96 in)/[(6*29500 ksi*2.05 in^3)+(3*150*96 in)] = 0.929 if F= 0.95 Then F*Mn=F*Fya*Sx= 53.41 in-k Thus, allowable load per beam pair=W= F*Mn*8*(# ofbeams)/(L*Rm*W) = 53.41 in-k * 8 * 2/(96in * 0.929 * 1.599) = 5,993 Ib/pair Mend= W*L *(1-Rm)/8 = (5993Ib/2) * 96 in * (1-0.929)/8 = 2,553 in-Ib Deflection Dmax= Dss*Rd Rd= 1 - (4*F*L)/(5*F*L + 10*E*Ib) = 1 - (4*150*96 in)/[(5*150*96 in)+(10*29500 ksi*2.05 in^4)] = 0.915 in jf Dmax= 1./180 and Dss= 5*W*L ^3/(384*E*Ib) L/l80= 5*W*L ^3*Rd/(384*E*Ib*# of beams) solving for W yields, w= 384*E*I*2/(180*5*L ^2*Rd) = 384*2.05 in^4*2/[180*5*(96 in)^~*0.915) = 6,120 Ib/pair Allowable load= .5,993 Ib/pair Based on Bending 5tTesses tS. I 4- 15 Structural . #~~~~';2:;""..on ste. Ste F Anahe;m. CA 92607 Tel: 714.632~7330 Fax: 714.632.7763 By: 5.P. PrOject: NORTH COAST ELECTRIC PrOject #: J-OGO J 09-4 3 Pin Beam to Column Connection TYPE A SELECTIVE RACK Mconn max= 15,900 in-Ib load at level 1 2" P3~ 1/2" C 1/.2" Connector Type= 3 Pin Shear Capacity of Pin PIN DIAM= 0.44 in Fy= 55,000 psi Ashear= (0.438 in)^2 * Pi/4 = 0.1507 in^2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in^2 = 3,315 Ib Bearing capacity of Pin Per thell:ll:lb AISl Cold f-'armed ::iteel Manual, ::iec 1:3.3: teal= 0.08 in Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbearing= alpha * Fu * diam '" teal/Omega = 2.22 '" 65000 PSI'" 0.438 IN '" 0.075 IN/2.22 = 2,1351b < 33151b Moment Capacity of Bracket Edge Distance=E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi C= Pl+P2+P3 telip= 0.18 in = Pl +Pl *(2.5"/4.5")+Pl *(0.5"/4.5") = 1.667 '" Pi Sclip= 0.127 in^3 Mcap= Sclip * Fbending = 0.127 IN^3 * 0.66 * Fy = 4,610 ;n-Ib SINCE C*d= Mcap = 1.667 AND d= E/2 = 0.50 in Pclip= Mcap/(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, Pl= 2,1351b = 5,531 \b . Mconn-allow= [P1 *4S'+P1 *(2.5"/4.5")*2.5"+P1 *(0.5"/4.5")*0.5"]*1.33 = 2135 LB*[ 4.5"+(2.5"/4.5")*2.5"+ (0.5"/4.5")*0.5"]*1.33 = 16,922 in-Ib > Mconn max, OK NORTH COAST ELECTRJC-TYPE A Pa(je 1 of t5 G/ I 2/2009 Stru~tural Concepts ~y Engineering ..'- ... 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Transverse Brace Configuration: lYPE A SELECTJVE RACK Section Properties Diagonal Member= LMT 1-1/2xl-l/4xl4ga Area= 0.278 in^2 r min= 0.405 in Fy= 55,000 psi K= 1.0 Qc= 1.92 r 1.500 In -4 RI50ln 0.075 In . 1 Horizontal Member= LMT 1-1/2x1-1/4x14ga Area= 0.278 in^2 r min= 0.405 in Fy= 55,000 psi K= 1.0 r 1.500 In -1 RIo'" Frame Dimensions Bottom .Panel Height=t+-: 54.0 in Frame Depth=D= 44.0 in Column Width=B= 3.0 in Clear Depth=D-B*2= 38.0 in X Brace= NO Diagonal Member V=Vtransy= 1{2541b Ldiag= ((D-B*2)^2 + (H-6")^2]^1/2 = 61.2 in (1dJr)= (k * Ldiag)/r min = (1 x 61.2 in /0.405 in ) = 151.1 in Fe= pi^2*E/(Id/r)^2 = 12,752 psi Pmax= V*(LdiagID) = 1{744lb SINCE Fe<Fy/2, Pn= AREA*Fn = 0.278 in^2 * 12752 psi. = 3,545 Ib Fn= Fe = 12,752 psi Pallow= Pn/Q = 3545 Ib /1.92 = 1,846 Ib fa/Fa= 0.94 <= 1.33 OK Horizontal brace Pmax=V= 1,2541b (kl!r)= (k * Lhoriz)/r min = (1 x44 in) 10.405 in = 108.6 in Since Fe<Fy/2, Fn=Fe = 24,687 psi Fe= pi^2*E/(k1/r)^2 = 24,687 psi Fy/2= 27,500 psi Pn= AREA*Fn = 0.278in^2*24687 psi = 6,863 Ib Pallow= Pn/Qc = 6863 Ib /1.92 = 3,5741b fa/Fa= 0.35 <= 1.33 OK ,~'a"<.T,1l COAST ELECT{;;!jC- fYrDE A Page ) D of 15 6/ i 2/2009 Structural Concepts ~~ Engineering . --~ 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Anchors Configuration: TYPE A SELEmVE RACK Loads T v Vtrans=V= 1,254 Ib DL/Frame= 300lb PLjFrame= 10,5001b Wst=(0.9*DL+PL)total= 10,7701b LL @ TOP= 3,500 Ib DLjLvl= 100 Ib DL *0.90= 90 Ib Lateral Ovt FoFC6=L:(R*hi)= 140,448 in-lb Total Dead Load per Bay=DL= 300 Ib Frame Depth=D= 44.0 in Htop-Ivl=H= 144.0 in # Levels= 3 # Anchors/Base= 2 11- D -1 Fully Loaded rack SIDE EI EVATION Vtrans= 1,254 Ib Movt= 2:(R*hi)*1.15 = 140448in-lb * 1.15 = 161,515 in-Ib Mst= Wst * D/2 = 10770 Ib * 44 in/2 = 236,940 in-Ib T = (Movt-Mst)/D = (161515in-lb - 236940 in-lb)/44 in = -1,714Ib No Uplift Top Level Loaded Only Critical Level= 3 V1=Vtop= Cs * Ip * Ws >= 350 Ib = 0.171 * (3500 Ib) = 599 Ib V2=VOL= Cs*Ip*DL = 511b Mst= (PL@ top + 0.9*DL-total) *D/2 = (3500 Ib + 300 Ib *0.9) * 44 in/2 = 82,940 in-Ib Hgt @ LvI 3= 144.0 in H to D ratio= 3.3 Movt= VI *Htop*1.15 + V2 * H/2 - = 599 Ib * 144 in * 1.15 + 511b * 144 in/2 = 102,866 in-Ib T = (Movt-Mst)/D = (102866 in-Ib - 82940 in-lb)/44 in = 4531b Anchor Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLTTZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Pullout Capacity=Tcap= 2,1781b Shear Capacity=Vcap= 2,839 Ib L.A. City Jurisdiction? NO Phi= 1 Tcap*Phi= 2,178 Ib Vcap*Phi= 2,839 Ib Fully Loaded: (314Ib/2839Iti)^1 = 0.11 <= 1.0 OK Top Level Loaded: (227Ib/2178 Ib)^l + (150 Ib/2839lb)^1 = 0.16 <= 1.0 OK NORTH COAST ELECTRIC-TYPE A Paqe '1 of 15 G/I 2J2009 Struc~ural Concepts ~ En~~~::r~~e"'on Ste. ste F AnaheIm. CA 92807 Tel, 714.632.7330 Fa" 714.632.776~ By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 4 , c Base Plate Configuration: TIPE A SELECTIVE RACK Section Baseplate= 7x4x3/8 EffWidth=W = 7.00 in Eft Depth=D = 4.00 in Column Width=b = 3.00 in Column Depth=d= 3.00 in L = 2.00 in Plate Thickness=t = 0.375 in Down Aisle Loads a = 2.50 in Anchor c.c. =2*a=d = 5.00 in N=# Anchor/Base= 2 Fy = 36,000 psi Mb p W~I-L.. P = 5,400 lb Mbase=Mb = 0 in-lb Axial Bearing stress=fa = PIA = P/(D*W) = 193 psi M1= wL ^2/2= fa*L ^2/2 = 386 in-Ib MomentStress=fb = M/S = 6*Mb/[(D*B^2] = 0.0 psi Moment Stress=fb2 = 2 * fb * L/W = 0.0 psi Moment Stress=fb1 = fb-fb2 = 0.0 psi M2= fb1*L^2)/2 = 0 in-Ib M3 = (1/2)*fb2*L *(2/3)*L = (1/3)*fb2*L ^2 = 0 in-Ib Mtotal = M1+M2+M3 = 386 in-Ib/in S-plate = (1)(t^2)/6 = 0.023 in^3/in Fb = 0.75*Fy*1.33 = 35,910 psi fb/Fb = Mtotal/[(S-plate)(Fb)] 0.46 OK Tanchor = (Mb-(P*0.9)(a))/[(d)*N/2] = -2,430 Ib No Tension Tallow= 2,178 Ib OK ,\'O/;;:B-t COAST ELECTRIC- TYPE A Paqe 12- of 15 6/ 12/2009 'Struc~ural Concepts ":iif? En~~~~ri'::';'..on ste. Ste F Anaheim, CA 92807 Tel: 714.832.7330 Fax: 714.632.7783 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Slab on Grade Configuration: 1YPE A SELECTIVE RACK ~ ---.............:...:.::.:~.-~~b .---.----, : [Ja( : : b e I I I I ...---c ..--- r- x 4~ /-c-J y L SLAB ELEVATION Base Plate B= 7.00 in D= 4.00 in Baseolate Plan v""" widttr-a= 3.00 in depth=b= 3.00 in eff. Plate width=c= 7.00 in eff. Plate depth=e= 4.00 in Concrete fc= 2,500 psi tslab=t= 5.0 in phi=0= 0.65 P-seismic=Pe= (MovtjFrame depth) = 3,671 Ib Pse=DL+PL+Pe= 9,071lb Load Case 1: Product + Seismic Product DL=DL= 150lb PL=Product Load= 5,250 Ib Et DL ~ LL~ r-O-1 E DL LL Transverse Elev Soil fsoiI= 1,000 psf Movt= 161,515 in-Ib Frame depth= 44.0 in (Strength Design Loads) Puncture IRMl Section ZZ eqtn 5 Pu= 1.2*DL + 0.85*PL + 1.4*Pe Fpunct= 2.66*phi*sqrt(fc) = 9,782 Ib = 86.5 psi Apunct= [(c+t)+(e+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) = 210.0 in^2 = 0.539 <= 1.0 OK Slab Bending I Asoil= (Pse*l44)/(fsoil) L= (Asoil)^0.5 y= (c*e)^0.5 + t*2 = 1,306 in^2 = 36.14 in = 15.3 in x= (L-y)/2 M= w*x^ 2/2 S-slab= 1 *t^ 2/6 = lOA in = (fsoil*x^2)/(144*2) = 4.17 in^3 Fb= 5*(phi)*(fc)^0.5j1.4 = 377.3 in-Ib fbjA:l= M/(5-slab*Fb) = 116.07 psi = 0.780 <= 1.33, OK Load Case 2: Static Loads DL= 150 Ib DL +LL=Ps= 5,400 Ib PL= 5,250 Ib Puncture Pu= 1.2*DL + lA*PL RNJ Sectiof! 2.2,. eqt'72 = 7,5301b Apunct= [(c+t)+(e+t)]*2*t = 210 in^2 Slab Bending soil area based 0[1 un/actoreCf IOf/OS Asoil= (Ps*l44)/(fsoil) L= (Asoil)^0.5 = 778 ft^2 = 27.89 in x= (L-y)j2 M= w*x^2/2 = 6.3 in = (fsoil*x^2)/(144*2) Fb= 5*(phi)*(fc)^0.5/1.4 = 137.7 in-Ib = 116.07 psi Fpunct= 2.66*phi*sqrt(fc) = 86.5 psi fv/Fv= Pu/(Apunct*Fpunct) 0.415 < -1.0 OK y= (c*e)^0.5+ t*2 = 15.3 in $-slab= 1 *t^ 2/6 = 4.17 in^3 fb/A:l= M/(S-slab*Fb) 0.285 < - 1.0, OK MQ,'i(TH COAST ELECHzIC- TYPE A Page } 3 of 15 6/12/2009 Struc~~ral Concepts' ~ En~~~::~~il.""n 5'.. Ste F Anah.;m. CA 92807 T." 714.632.7330 Fa>: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J~60109-4 Configuration & Summary: TYPE B SELECTIVE RACK --"'-r 16" + 19" -+- 15" 144" -+- 17" -+- 16" + 13" .1 T 66" 1~" t 66" 1 I" " 94" I" ~ ~ 44" -+ IBC 2006 Seismic Criteria 55=1.529, Fa=1 # Diagonals 2 Beam Length 94 in Component Description STRESS Column Fy=55Ksi LMr LM20/3x3xI4ga P=3750 Ib, M=2438 in-Ib 0.26-0K Column Backer None None None N/A Beam Fy=55Ksi LvII: lMT lBCSO/5"deepx2.7S"xO.07S" Lu=94 in I Capacity: 10954 Ib/pr 0.13-0K Beam Connector Fy=55Ksi Lvi 1: 4 PIN OK I Mcorm=4410 in-Ib J Mcap=30218 in-lb 0.15-0K Brace-Horizontal Fy=55Ksi LMr 1-1/2x1-1/4xl4ga 0.22-0K Brace-Diagonal Fy=55Ksi LMr 1-1/2x1-1/4x14ga 0.94-0K Base Plate Fy=36Ksi 7x4x3/8 I Rxity= 0 in-Ib 0.38-0K Anchor 2 per Base 0.5" x 3.25" Embed HILTI KWIKBOLTTZ ICC ESR 1917, SPEGAL INSPEC. REQD, (T=O Ib) 0.09-0K Slab 5" thk x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.37-0K Level Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace ' Transv Longit. Axial Moment Moment Connector 1 1,400 Ib 13.0 in 66.0 in 431b 251b 4,500 Ib 3,493 n# 4,410 "# 4 PIN OK I 2 1,400 Ib 16.0 in 66.0 in 951b 571b 3,750 Ib 2,438 "# 3,839 "# 4 PIN OK 3 1,400 Ib 17.0 in 1511b 90Ib 3,000 Ib 2,350 "# 3,488 "# 4 PIN OK 4 1,400 Ib 15.0 in 200lb 1191b 2,250 Ib 1,736 "# 3,130 "# 4 PIN OK , 5 1,400 Ib 19.0 in 2621b 1561b 1,500 Ib 1,633 "# 2,637 "# 4 PIN OK 6 1,400 Ib 16.0 in 3151b 188lb 750lb 750 "# 1,820 "# 4 PIN OK Notes Total: 1,065 Ib 6351b NORTH COAST ELECTRIC-TYPE B Page f4 of l5 G/ I 1/2009 S'truc~~ral Concepts ~ En~~:~r~~~a'son Ste. Ste F Anahalm. CA 92807 Tal: 114.632.7330 Fax: 714.632.7763 By: S.P. Project: NORTH COAST ELECTRIC Project #: J-060109-4 Configuration &. Summary: TYPE C SELECTIVE RACK -=r=- 24" + 14" -+- 14" 144" + 14" -+- 14" + 16" .1 ~ T 66" 1~" t 66" 1 /r 96" 1/ / ~ 44" ---+- IBC 2006 Seismic Criteria Ss=1.529/ Fa=1 # Bm Lvls 6 # Diagonals 2 Beam Length 96 in Component Description, STRESS Column Fy=55Ksi LMT LM20/3x3x14ga P=3750 Ib, M=2110 in-Ib 0.25-0K Column Backer None None None N/A . Beam Fy=5SKsi Lvi 1: LMT lBC30j3"deepx2.7S"xO.075" Lu=96 in I Capacity: 4257 Ibjpr 0.33-0K Beam Connector Fy=55Ksi Lvi 1: 3 PIN OK I Mconn=4755 in-Ib I Mcap=16922 in-Ib 0.28-0K Brace-Horizontal Fy=55Ksi LMT 1-1/2xl-1/4xl4ga , 0.22-0K . Brace-Diagonal Fy=55Ksi LMT 1-1/2xl-l/4xl4ga 0.94-0K Base Plate Fy=36Ksi 7x4x3/8 I Rxity= 0 in-Ib 0.38-0K Anchor 2 per Base 0.5" x 3.25" Embed HILT! KWIKBOLTTZ ICC ESR 1917/ SPEGAL INSPEC. REQD, (T=O Ib) 0.09-0K Slab 5" thk x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.36-0K Level Load Per Story Force Story Force Column Column Conn. Beam Level (PL) . Beam Spcg Brace Transv Longit. Axial Moment Moment Connector 1 1,400 lb 16.0 in 66.0 in 541b 321b 4,500 Ib 4/445 "# 4,755 "# 3 PIN OK I 2 1,400 Ib 14.0 in 66.0 in 101 Ib 60tb 3,750 Ib 2,110 "# 3,482 "# 3 PIN OK 3 1,400 Ib 14.0 in 148lb 88lb 3,000 Ib 1,899 "# 3,222 "# 3 PIN OK 4 1,400 Ib 14.0 in 1961b 1171b 2,250 Ib 1,589 "# 2,863 "# 3 PIN OK 5 1,400 Ib 14.0 in 2431b 1451b 1,500 lb 1,181 "# 2,647 "# 3 PIN OK 6 1,400 Ib 24.0 in 3241b 1931b 750lb 1,157 "# 2,056 "# 3 PIN OK Total: l,0651b 6351b Notes ITHIS TYPE RACK HAS 3-1/2" BEAM AS AN ALTERNATE. NORTH COAST ELECTRIC-1YPE C Pa'3e 1.5 of t!5 G/ I 2/2009 ~"",~_-=o~~==::,;=~~ --, _,_,~_ _ _,~,..........."..~___-- ~ ~-- ;;, , .~ '" ',\ '>~ E3 ;~ I:~" M l:~: (::l N B [..J 1.... !") '[ j~ ~~ f). [:' l~) A f~ .~.. M [.: N "T" i:::" F:. F~; r'l .. or ::::: ::'::: : ::::: ::~:: "::'.". ,... ... '" ...., ':.: '::. .,'........,. :::: ',.;: ;:::' ;:;". n' ....... .., '._ /L ...,... . ,.., ._ . ... ..::' ';::: ;;:;: ::: ;"::: :::':::::: ::::: ;;:, .:.:. ..::: :;::: ;'".. ::::. ;:;:: ::, ::::: ;:::: :::': ::...." ....... ',..: ..::: :::: ..:.:" :::-: ;':.. ".~, '..~."". ..... I 1.'i.c;i~.ti(Jrl I~~h'te ()()/~:~:)/1.~;90 A~)r:~:i.:i.(~ati(:)rl 9(:){)~)(:)2444. I I'::-;~iijC; CY),,'?U/J 'i')C; F'rc/~;i":;i.f'l::;j.,.cnii:' 11~<;;? I ~::; :1. t: f:-: L. C:' c; a t J () r1 ~':':'~ .:::;: <:) jJ F? 1.,) r:: t\.! l\.J (::~ t..._. ~ F: ["..{ I.J F. C:lwr'lGY' --' l...as't I~Ame j::)AC;:[f:.l'(~ BI~:~I~~F~A{~}~ F:ly.~;.t: M): ::::;t f' f:::"C:'; i:: _.. Cit Zir) ()8:~:~1,() ," Fi ~.s !~Bme I '8 Name ! ('! Y' C h :i. t: c:, ct.: ':'.,:: I r ' i i f lY~7~~d i ! . """'h, .'......". Bui dinq I I t~l(:?y' k !,i):l. 11 ;>.J a. .t: tJ 'r f":': () t~ ['lee pipl.nq, ....m.. n......".... ......... ........ ........,... C:()j 1"1(: (~: CJ ri:::~~:.t.: O( I..J.C; t i ()T'i I f', E':: r)('::>;C~ t: :i. () riE~: . . ! :l r n L '] ;:: \l':::~ i (, c.,,; '" r f ~. J '! Ne'I".; L ;:; , , '1" .......1 ,.... ! ;:.)..':'tr..~~ , L L ] .. ...... ... ... ....1 'r., .i.. C:)?~..,.i .,.....,...... ..., .. ,..... ..... .,... ."" ,__ .., ..... ,. ,. ..... ........,.. .... .. ..... .. ... ......... .. .....1: "",_, .... ..... .... ... .., .... ! ~ i"'CCj_i::':.~~~n . I I I j r ~'~"-~~~~'~~-'~~-_;_'----"_""~~'_:-_"__-:;o.'_-C;-____ .----,.--------- 'r CJ I') BUlL.DING DE PAR T MEN T "r I tion Number 90AP02444 ,.- - - --------~----_. ----"------~>-~_._~~~~,~_---:-~, ~---'--'........ . PERMIT APPLICA TION ~ ....'_.1___... .__ ---- CITY OF BREMERTON BUILDING DEPARTMENT ~_.._-,- PHONE: 478-5281 :3"7- 'L-Z- Class of work: o NEW o REPAIR D MECHANICAL D PLUMBING /)J~ OM- JYI(J1)U1q-~~ ~ . I No. lYpe of Equipment Fee No. lYpe of Fixture or Item Fee STOVES Gas_ Oil_ Wood_ WATER CLOSET (TOILET) FIREPLACE INSERT BATHTUB FURNACE Gas (Nat._ LPG._) Oil_ LAVATORY (WASH BASIN) Wood add on_ Other_ 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 Oil_ URINAL UNIT HEATER BTU_ Gas_ Elec._ DRINKING FOUNTAIN BOILER Gas_ Oil_ Electric_ FLOOR - SINK OR DRAIN Other_ HP - X SLOP SINK GAS SYSTEM Max. 5 outlet Total WATER PIPING & TREATING EQUIP. EVAPORATION COOLERS Roof_ Wall_ WASTE INTERCEPTER (Grease) BTU_ VACUUM BREAKERS & BLACKFLOW DEVICE AC UNIT Electric_ Gas Elec. Combo_ LAWN SPRINKLER SYSTEM BTU_ SWIMMING POOL - Private_ Public_ HEAT PUMP Single Package_ Spli~ GROUNDWORK Add on_ BTU Ton_ SUMP " MIXING OR REHEAT BOX CFM_ BTU_ ALTERATJON AIR HANDLING UNIT CMF _ BTU_ KIDNEY MACHINE FANS Exhal:Js~ 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 AI.;TERATION TO DUCT SYSTEM IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS SUS- Heating/Cooling_ Exhaus~ PEND ED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED: TANKS Oil_ Gas_ Propane wlOK I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND from Fire Dept._ Gallons KNOW THE SAME 10 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND REFRIGERATION UNIT ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WH!:THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PFjESUME PERMIT $ TO GIVE AUTHORITY 10 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 (DATEi FINAL APPROVAL SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) RECEIPT NO. PERMIT (White-ORIGINAL. Yellow-INSPECTOR, Pink-APPLICANT) . . INSPECTION RECORD CARD CITY OF BRE:MERTONBUllDlNG DEPARTMENT 11252 PERMIT NUMBER ADDRESS 239 BRUENN AVENUE OWNER PACIFIC BEVERAGE PHONE CONTRACTOR NELSONS HEATING PHONE 1 FOUNDATION 1. PERMIT ON SITE 7.' CHECK FOR FILL 2. CHECK PLANS TO PERMIT 8. REQUIRED STEEL IN PLACE a.CHECK SETBACKS 9. CHECK FIREPLACE FOOTING 4. PROPERTY STAKES 10. ANCOR BOLTS 5.. FOOTING WIQTH & DEPTH 11. FOUNDATION VENTS 6. SOIL BEARING O.K. 12. CRAWL ACCESS . COMMENTS: FOUNDATION INSPECTION APPROVED BY: 2A FRAMING 20. FlREBLOCKING STAIRS 1.WIRING APPROVED DROP CEILINGS 2.FOUNDATION VENTS TUBS OR SHOWERS a. 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 2a. SWAY BRACING WINDERS 24. TRUSSES LANDINGS PROPEALYINSTALLED .' HEADROOM STAMPED 13. ATTIC VENTILATION (upper & lower) PROF'ERL Y 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 ABOVE GARAGE DOOR HANGERS FRAMING INSPECTION APPROVED BY: 23 INSULATION COMMENTS: 1. PROPER R~VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: - , ~ - ~V~ MECHANICAL HVAC APPROVED BY:-,':' #/~ 1. PERMIT ISSUED GAS PIPING APPROVED BY: iIJ/"" J,p 2. FURNACE LOCATION , I 3. FURNACE CLEARANCE WDST 4. IBI VENT SIZING 5. IBI VENT CLEARANCE 1. WOOD STOVE CLEARANCE 6. IBI VENT SUPPORT 2. CHIMNEY CLEARANCE 7. COMBUSTION AIR 3. HEARTH EXTENSION 8. DUCT SIZING 4. CHIMNEY HEIGHT 9. DUCT SUPPORT & JOINTS 10.GAS PIPING TEST WDST APPROVED BY: 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: J PLUMBING ~ 1. PERMIT ISSUED 6. PROPER FITTINGS 2. UNDER TEST 1. REQUIRED ClEANOUTS 3. WATER PIPE SIZING a. PROPER GRADE 4. DWV SIZING 9. HWT PRES. RELIEF VALVE & LINE 5. PROPER SUPPORT 10. SEISMIC STRAP COMMENTS: UNDERGROUND APPROVED ROUGH-IN APPROVED BY: BY: 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 4.518 UNDER STAIRS 10. DROP CEILING & LIGHTING 5. FURNACE ENCLOSURE COMMENTS: . WALLBOARD APPROVED BY: L. 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 LA8LED AS REQUIRED UNDERFLOOR & ATTICE INSUL. SELF CLOSING WATER PIPE & HEAT DUCTS 7. FIRE DAMPERS INSTALLED 16. WOODSTOVE APPROVED 8. PENETRATIONS IN FIRE WALLS , 7. wtNDOWS & DOORS CAULKED FINAL PLMB. APPR. (comm.) COMMENTS: FINAL MEeH, APPR, (comm.) FINAL BUILDING APPR. ;,- , PER;;MiIT . CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 JOB ADDRESS -;; 239 BRUENN STREET OWNER MAl l ADDRESS ZIP PHONE PACIFIC BEVERAGE COMPANY SANE AS ABEVE CONTRACTOR MAil ADDRESS PHONE LICENSE NO. TYLER REFRIGERATION 1218 E. CHERRY PO BOX 22300 SEATTLE 98122 TYLERI241MM Class of work: o NEW o ADDITION o ALTERATION OHEPAIR [] MECHANICAL 0 PLUMBING CHIMNEY (No fee information only) INSPECTION: Groundwork Gas Test Masonary Lines Unlined Wasted Vents Water Factory Mfg Type B Type L Htg. Ruffin Chimney Location: Internal Outside Wall Stove or Insert Refrig. . No. Type of Equipment Fee' No. Type of Fixture or Item Fee STOVES Gas_ Oil_ Wood_ -- WATER CLOSET (TOILET) -- FIREPLACE INSERT -- BATHTUB -- FURNACE Gas (Nat._ LPG. _) Oil_ LAVATORY (WASH BASIN) -- Wood add on _ Other_ Electric_ SHOWER -- BTU KITCHEN SINK& DISP. -- 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 -- OiL- -- URINAL -- UNIT HEATERS 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) -- BTU_ -- VACUUM BREAKERS & BACKFLOW DEVICE -- AC UNIT Electric_ Gas Elec. Combo LAWN SPRINKLER SYSTEM -- BTU_ -- SWIMMING POOL - Private Public -- HEAT PUMP Single Package_ SpliL- GROUNDWORK -- Add on_ BTU Ton_ -- SUMP -- MIXING OR REHEAT BOX CFM_ BTU_ ALTERATION -- AIR HANDLING UNIT CFM_ BTU_ -- POST & BEAM -- FANS ExhausL-...- Supply_ Bath_ -- RANGE HOOD Residential_ Comm._ PERMIT$_- CLOTHES DRYER Res._ Comm._ -- TOTAL $ ___ --.--:. Incinerator -- NOTICE ALTERATION TO DUCT SYSTEM THIS. PERMIT BECOMES NUll AND VOID IF YVORK OR CONSTRUCTION AUTHOR- Heating/Cooling_ ExhausL-...- -- IZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS TANKS Oil~ Gas_ Propane wlOK SUSPENDED O.R ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER . from Fire Dept._ Gallons_ WORK IS COMMENCED. -- REFRIGERATION UNIT 3 . TO 15 HP -1LL 25- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. All PROVISIONS OF LAWS AND 5 50 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHE- PERMIT $ -- THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRE- TOTAL FEE $ -1S-.. ~ SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFOR- MANCE OF .CONSTRUCTION. FINAL APPROVAL SIGNATURE OF OWNER (IF OWNER BUILDER) (DA TE) (SEE OTHER SIDE) RECEIPT NO. PERMIT NO. N~ 2747 (White-ORIGINAL, Yellow-INSPECTOR, Pink-APPLICANT) INSPECTION RECOR'CARD . CITY OF BREMERTON BUilDING DEPARTMENT 2747 PERMIT NUMBER ADDRESS & DIRECTIONS 239 BRUENN STREET Bremerton, WA OWNER PACIFIC BEVERAGE COMPANY PHONE CONTRACTOR TYLER REFRIGERATION PHONE 1 FOUNDATION COMMENTS: CORR O.K. 1. PERMIT ON SITE -- 2. CHECK PLANS TO PERMIT -- 3. CHECK SETBACKS -- 4. PROPERTY STAKES -- 5. FOOTING SIZE CORRECT -- 6. WALL SIZE CORRECT -- 7. CHECK FOR FILL -- 8. REQUIRED STEEL IN PLACE -- 9. CHECK FIREPLACE FOOTING -- 10. ANCHOR BOLTS -- 11. FOUNDATION PLATE -- 12. FOUNDATION VENTS -- 13. CRAWL SPACE ACCESS -- FOUNDATION INSPECTION APPROVED BY: 2 FRAMING COMMENTS: CORR O.K. CORR O.K. 1. WIRING APPROVED -- 20. FIREBLOCKING -- 2. FOUNDATION VENTS -- A-STAIRS -- 3. SHIELD UNDER POSTS -- B-DROP CEILINGS -- 4. POSITIVE CONNECTIONS -- C-TUBS OR SHOWERS -- 5. SOIL TO WOOD CLEARANCE -- D-ROOF & CEILING LINES -- 6. POST CLEARANCE - 2" -- E-FURRED OUT AREAS -- 7. BEAM SUPPORT -- F-FIREPLACE AT CEILING -- 8. TR. MAT. NEXT TO CONC. -- G-ELECTRICAL HOLES PLUGGED_ _ 9. WASHERS ON ANCHOR BOLTS -- H-PLUMBING HOLES PLUGGED_ _ 10. BEAMS PROPER SIZE -- I-LID IN VOIDS -- 11. FLOOR JOISTS 9PAN -- 21. WINDOWS -- 12. NOTCHING & DRILLING -- A-:-SAFETY GLAZING -- A-FLOOR JOISTS -- B-VENTILATION -- B-STUDS -- C-REQUIRED FIRE EXITS -- 13. STAIRS -- D-WINDOW SILL HEIGHT -- A-WIDTH -- 22. CEILING HEIGHTS -- B-RISE & RUN -- A-BASEMENT -- C-WINDERS -- B-MAIN FLOOR -- D-LANDINGS -- C-UPPER FLOOR -- E-HEADROOM -- 23. SWAY BRACING -- 14. ATTIC VENTILATION -- 24. TRUSSES -- 15. CHIMNEY STRAPS SECURED -- A-PROPERLY INSTALLED -- 16. FIREPLACE COMBUSTION AIR -- B-STAMPED -- 17. FANS VENTED OUTSIDE --- 25. ATTIC ACCESS -- 18. A-BATHROOMS -- 26. CEILING JOIST SPANS -- B-LAUNDRY ROOMS -- 27. RAFTER SpANS -- C-KITCHEN -- 28. ROOF SHEATHING -- 18. WATER CLOSET CLEARANCE -- 29. ROOFING APPLICATION -- 19. SMOKE DETECTOR -- 30. SIDING -- 31. CLOTHES CHUTE -- 32. SHEETROCK BACKING -- A-UNDER STAIRS -- B-ABOVE GARAGE DOOR HANGERS -- FRAMING INSPECTION APPROVED BY: '.'-_" "'c,_ -':., M MECHANICAL- - CORR O.K. CORR O.K. 1. FURNACE SIZING -- 1. WOOD STOVE CLEARANCE -- 2. FURNACE LOCATION -- 2. CHIMNEY CLEARANCE -- 3. FURNACE CLEARANCE -- 3. HEARTH EXTENSION -- 4. 'B' VENT SIZING -- 4. CHIMNEY HEIGHT -- 5. 'B' VENT CLEARANCE -- 6. 'B' VENT SUPPORT -- 7. COMBUSTION AIR -- 8. DUCT SIZING -- FURNACE APPROVED BY: 9. DUCT CLEARANCE -- HEAT PUMP APPROVED BY: 10. DUCT SUPPORT -- 11. DUCT JOINTS -- GAS PIPING APPROVED BY: 12. GAS PIPING TEST -- WOOD STOVE APPROVED BY: 13. GAS PIPING SIZING -- I 14. GAS PIPING SUPPORT -- OTHER: ~ q- /0 - f<S 15. OTHER -- all- ~ p PLUMBING CORR O.K. 1. UNDER TEST -- 2. GATE VALVE -- 3. WATER PIPE SIZING -- 4. DRAIN PIPE SIZING -- 5. VENT PIPE SIZING -- 6. PROPER SUPPORT -- 7. PROPER FITTINGS -- UNDERGROUND APPROVED BY: 8. VENTING -- 9. CLEANOUTS -- ROUGH-IN APPROVED BY: 10. PROPER GRADE -- 11. HOT WATER TANK P. R. VALVE -- 12. OTHER -- 3 WALLBOARD CORR O.K. COMMENTS: 1. LID OVER SIDES -- 2. NAILING -- 3. W/R AT TUB OR SHOWER -- 4. 5/8 UNDER STAIRS -- 5. FURNACE ENCLOSURE -- 6. FIRE SEPARATION GARAGE -- 7. ATTIC ACCESS -- 8. DROP CEILING & LIGHTING -- 9. BACKING AS NOTED ON FRAMING_ _ WALLBOARD INSPECTION APPROVED BY: 4 fiNAL CORR O.K. CORR O.K. 1. HANDRAILS -- 9. OUTSIDE GARAGE -- 2. GUARDRAILS -- 10. CLOTHES CHUTE -- A-HEIGHT -- 11. SEWER/HEALTH DEPT. . -- B-INTERMEDIATE -- 12. COMMERCIAL BUILDING -- 3. EXHAUST FANS -- A-MECHANICAL APPROVED '-- A-KITCHEN VENTING -- B-PLUMBING APPROVED -- B-BATHROOMS -- 13. SMOKE DETECTORS -- C-LAUNDRYROOMS -- 14. FIREPLACE HEARTH -- D-DRYER -- 15. SAFETY GLAZING/ 4. TILE AT TUB OR SHOWER -- DOUBLE GLAZED -- 5. DISHWASHER 16. INSULATION CERTIFICATE -- PROPERLY INSTALLED -- 17. FREE-STANDING 6. FIRE DOORS -- FIREPLACE APPROVED -- A-SELF-CLOSING -- 18. WINDOWS & DOORS CAULKED __ B-SWEEP OR THRESHOLD -- WEATHER-STRIPPED -- 7. ATTIC ACCESS -- 8. HOT WATER TANK -- FINAL INSPECTION APPROVED BY: NOTES: PLANNING: -::;-y/:--~- PERMIT v ..- CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 JOB ADDRESS ~,..-..- -.......-- '"-' OWNER MAil ADDRESS ZIP PHONE "'! .,' ',"""'" " t."" CONTRACTOR MAil ADDRESS PHONE LICENSE NO. M ., ." .. . , '~; !~' 'l. ~ :: ~,'."T -::-:; 'r -, - " *,' .. .- --. . 'v"_ Class of work: o NEW o ADDITION o ALTERATION o REPAI R D MECHANICAL D PLUMBING CHIMNEY (No fee information only) INSPECTION: Groundwork Gas Test Masonary Lines Unlined Wasted Vents Water Factory Mfg Type B Type L Htg. Ruffin Chimney Location: Internal Outside Wall Stove or I nse rt Refrig. No, Type of Equipment Fee No. Type of Fixture or Item Fee -- STOVES Gas_ Oil_ Wood_ -- WATER CLOSET (TOILET) -- FIREPLACE INSERT -- BATHTUB ---- FURNACE Gas (Nat._ LPG. _) Oil_ LAVATORY (WASH BASIN) -- Wood add on _ Other_ Electric_ SHOWER -- BTU KITCHEN SINK & DISP. _.- 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 -- Oil_ -- URINAL -- UNIT HEATERS 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) -- BTU_ -- VACUUM BREAKERS & BACKFLOW DEVICE ---- AC UNIT Electric_ Gas Elec. Combo LAWN SPRINKLER SYSTEM -- BTU_ -- SWIMMING POOL - Private Public -~-- HEAT PUMP Single Package_ SpliL GROUNDWORK -- Add on_ BTU Ton_ -- SUMP -- MIXING OR REHEAT BOX CFM_ BTU_ ALTERATION ----- AIR HANDLING UNIT CFM_ BTU_ -- POST & BEAM -- FANS ExhausL- Supply_ Bath_ -- RANGE HOOD Residential_ Comm._ PERMIT$__ CLOTHES DRYER Res._ Comm._ -- TOTAL $__ Incinerator -- NOTICE ALTERATION TO DUCT SYSTEM THIS PERMIT BECOMES NUll AND VOID IF WORK OR CONSTRUCTION AUTHOR- Heating/Coolin9--- ExhausL- -- IZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS TANKS Cil_ Gas_ Propane w/OK SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER from Fire Dept._ Gallons_ WORK IS COMMENCED. -- REFRIGERATION UNIT 1 T') 15 ' . '. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND -' -- KNOW THE SAME TO BE TRUE AND CORRECT. All PROVISIONS OF LAWS AND " ORDINANCES GOVERNING THIS TYPE OF WORK Will BE COMPLIED WITH WHE- PERMIT $ -- THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRE- TOTAL FEE $ - -, SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR lOCAL LAW REGULATING CONSTRUCTION OR THE PERFOR- MANCE OF CONSTRUCTION, , ...' / ,~..... " ,/ .,.r ,~ '-. . 7' '.(:'-.'- .-.....- )1 r ~/" . - /r! SIGNA fURE OF CONTRACTOR OR AUTHORIZED AGENT (DA TE) FINAL APPROVAL SIGNATURE OF OWNER (IF OWNER BUILDER) (DA TE) ~),' U ., ;--',' ,;"'1 (SEE OTHER SIDE) RECEI PT NO. PERMIT NO. ~. ~~ t',d.t I (White-ORIGINAL, Yellow-I NSPECTOR, Pink-APPLICANT) ~ e e tJ N<J 42820 Fee $....uu..m~....'.........mm../.;;!:m~_::::......mmm'u Receipt No. .....m.""'?l4:u4?!:?::.!..m.um.mumu..m.. B U I L.D I N G PERMIT CITY OF BREMERTON . BUILDING DEPARTMENT V F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36 Owner's Value Bldg. Dept. Value DESCRIPTION: $ r:~~,tJtJ {) Lot Block Additions dd b '7.,f,"7 1'" . ,', . D . &t- A ress on J 0 00._ .~':-: ."~.- - .---.--..I:.'-4-<--k!2:f//!___.t-~_#,..L<~~_mm___..o.. ___ h__. __'m ___ _ __ ___ hh._ ate m____ __ __ ..2. ,:__'i! __: _2.;?-"-:':__ ___00.. Building m.h'___..__h X ..____.._..h... and __h..________.. stories '____m_________m____ basement. Lot h.moo.m___. X ___.______hm. Front Yard __..__mo.__m__m___ Rear Yard __...m_________m__oo Side Yard __m_________o._____m Garage m__um..__m____moom. g~~:;::~~~~~:~;.;~~~~~~~~~ ~~~~~~'_1.::~~~~~~~~; ~~~ ~~ ~~~~ ~~~~~~.Add-;~~~.~-_..~-_~-_-___-_..~-_~~-.-_-_~..~. ~~:~_ ~~~~~~~~~~~~~-Ph;~~.._-_-_~~-_-_~ ~~-.-_~-_-.-__. "1 " - ~' Contractor oojt~.;:ll""~i.;.,;&_<Z_C~-"f_{__ _~~:c"',?kj;?fd~.:.~<';:,,:-L ___ _. __ Address 00_ __ __ _. _.. __ on __ __ _.0. _. ___ __. _. __ __ ___ __ Phone _ __ on ___ __ _ _ ____ This permit is issued for:' . ,_.d__"~_;11).:'-".t:.~~d""5.!_ --- --,~(__ ___~':~~4-,;{"'...L~58::<":.::::_;_"._ _________ ,,,:;:;t_c,,<_ ----:.:~:~~!!'''''B'::~~~r~_~:____-__:!:::t?:<;:.;~?;:'ij:__ __,'),,~1-,_ _(,';~_~!>iq:_ ___ & - - -... -.... - -...... - -.. -.. --.................... --............................ --........ -.. --............ --...... --.......................... --...... ...... -...................................................... --.... --.......... -.......................... - - - -...oooo-oo - - - - - _.. _oo.. - - - _.. - _oo_ - _oo -.. _.. - - -.. - - - - - - -.. - -....... - - - -.. -.. - - - -.. -- - - -- -...oo - _. - - - - - _oo - - - _.. - - - - - - - __ _.. - - _. - - - - - - - _. - _..... . - - - _.. - __ _.. - - - - - - - - - - - - - - - - - - - - - - - - - _.. - - _.. - - - - - - - - - - - - - - - - - - - - - __ - - - - - - __ - - _...... - - - - __ - _. All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Re'infC)rcing stee,1 must be i1nspected alfter placi'ng and be,fo,re covering. FORMS s,haU be i,nspected and app,rovedbe,fore pOuri1ng. All p,lumbing, wiri1ng aind the fralme of all buildings must be iinspected and a!pproved before cove,ring. Wood preservative to be used on all wood a,ga,inst maso'nry. Ventila,te foundation and aittic. Sepai. ra,te permits requ'ired for plun\biin.g, wiri'ng alnd heating. See City Engineer before working on streets or sidewalks. -- - - - - - -- - - - - -.. -.. - -.. -.. - - - - - -.. - - -- - - - - - - - - - - - - - - -- - - - -. - - - - - - - -.. -- - - - -- - -- - - - -.. - - -.. - -.. --.. - - -.. - -.. - - - - - - - - - - -.. --.. - - - - - - - - - - - - - -.. - - - - -.. - - - - - - - - -- - - - - - - - - - - -...... -- - -.... - - -- - -...... - ..--.... - - - - - - - -- - - - -.. - - - - - -- - -.. -.. - - - - -.... - - - - - - -. - - - - - - -oo - - _.. - - _.. - - _.. - - __.. - - - - - __ - - - - - - __ - - __ - - - _.. - - - - - - _.. - - - - - - - _.. _.. - - - - _.. - - - - - - - - __ - - __ - - - - - - __ - - - - - - - - - - _oo - - __ - - _.. - - - - _.. __ - _.... _..._...._ -.. - - - - - - - - - - - - -.. - - - - - - - - -.. - - - -.. - -... - - - -.. - - - - -..oo _.. - - _.. - _.. __ - _... - - - __ - - - _.. - __ - - - _.. - - - - - __ - - - _.. - - - - - - - - - - - - _.. - - - __ - - - - _.. - - - - - - - - __ - _.. - - - - - - - _.. - - - - - - - - - - - - - - __ - - - - - - __ - - __ - - - - - - __ - __ - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - -... - - - - - - - -.. - - - - - -... - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - .. - - - - - - - - - - - - -.. - - - - -- -.. - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - _.. - - - -... - - - - -- - - - - - - - - -.. - - - - ---.. - - - -.. - - -.. - -.. -.. -... - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - - -.. - - -.. - - - - - - - - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - - .... - - - - - - -.. - -.. - - -.. - - -- - - - -.. - - - - - -- -.. -- - - - - -.... - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - -- - -.. -- --.. - -- - - - - - - - -- - '- - - - - -.. - -.. -.. - -.. - - - - - - -- - -.. - -.. - - - - - - - - - - -.. - - - - -- - - - - - - -- - - - - - -.... - - - - - - - - - - -- - - - - - - - -.. - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -..- - - -.. -.. - - - -.. - - - - - - - - - - -.. - -- - -- - - -- - -- - - - - - - - - - -.. - - - - - - -.. - -.. -.. - -- - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - -_.. - -.. - - - - - - - - - - -.. - -.. - - - - - - - - -.. - - - - - - - - - -.... - - - -.. - - - - - - - - - -.. - - - - -.. - - - - - - - - - - - - - - - - - - _..- - - - - - -.... - - - - - - - - - - -.. - -- - - - - -.. - - - -.. - - - - - - -.. - - -oo.. - - - - - - - __ - - _.. _.. - - - - - _.... - - - - - - - - _.. - - - - - - - - - - - - - - - - - - - _.. - - - - - __ - _.. - _.. - - - - __ - - - - - - - - - - - - - _..oo - - - - _oo.. - - - - - - - - - - ~ ~ - - - - - _.. - - - - - - - - - ~ - _.. - - - - - - - __ - - - - - - - - - - __ - __ - - - - - - - - - - -.. -.. - - - -.. - - -.. - - - -.. - - -.. - -.. -.. -.. -.. - -.. -.. - - - - - - - - - -- - - - - - - - - - - - -.... -- - - - - - - - - -.. -- -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - -- - - - - - - -- - - - - _.. - - - - -- - - -.. - - -.. -oo- - -.. - - - - -oo - - - - - - - - _.. - - - - - - - - - - - - - - - - - _.. - - - - _.. _.. - - - - - - _.. - - - _.. - - - - - - - _.. - _.. _.. - - - _.. - _.. - - - - - - - - - - - - - - _.... - - - - - - - - - __ - - - - - - - - - - - - _.. - _.. - - - - _.. - _.. - - - - - - _.. - - - - - - - - __ - _.. _.. - - - - - __ - - _.. - - _.. - _.. .. - - - - -.. -- - - - - - - - - - - - -.. - - - - -.. -.. - - - - - - - - - - - -.. - - - - - - - - - - -.. -.. - - - -.. - -- - - - - - - - - - - - - - - - - - - -- - - - .. - - - - -.. - - - - - - -.. - - - - - -.. - - - - - - - - - -- - - - - - - - - - - - - -.. - - - - -.. - - - - - - - - - - -- - - -- - - - - - -.. - -.. - - - - - - - -.. - - -.. -.. - - - - - - -.. - - - - -.. -.... - - - - - - - - -- - -.. - -.. - - -.. - - - - - - - - - -.. - - - -.. -.. - - -- - - - - - - -- - - - - - - - - - - -- - -.. - - - - -.. - -.. - - - - - - - - - - - - - - - -.. - - - - - - - - - -- - - - - - -.. -.. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - -- .. - - - -.. - - - - - - - - - -.. -.. -- - - - - - - - - - - - - - - -.. - - -.. - -.... - - - - - - - - - - - - - - - - - - - - - -.. - - -..oo.. - - - _.. __ - - - - - - - - - _.. _.. - - - - - - - _.. - - - - - - - _.. - - - - - - - - - - - - - - - - - - - - - _.... - - - - - - _.. - - - - - __ __ _.. _.. - - - - - - __ - - - - - _.. - - __ - -oo _.. - - __ - - - - - - - - _.. - - - - - - - - - - - - - - - - - - - _.. - - - - - _.. - - - _.. _.. - - - - - - - - - - - - - __ - - - - - - __ - _.. - _.. - - - - - - - - - - _.. _oo - - - - - - - - _.. __ - - - - - - __ - - __ - - - _.. - - _.. - - - - - - _.. - - _.. - - - - - - - - - - - - - __ _oo _.. - - __ _oo - - - - __ _.._ - - - - - -.. - - - - - - - - - - - - -.. - - - -.. - - - - - -.. - - - - -.... - -.. - - - - - -.. - - -.. -.. - -.. - - - - .. -.. -.. - - - - - - - - - - - -.. -.. -- - - - - - - - - - - --.. - -.. - - - - -.. -.. - - - - - - - - - - - - - - - - - -.. - -.. - - - - -- - - - - - -.. - - - - - - - -oo - _.. - - - - - - - - - - - - - - - - - - __ - - - - - - -.. - -.. - - - - - - - - - - - - - - - - - - - - - - - - -.. - - -.. - -.. -.. - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - -...... -- - - - - -.. - - - ~ - - - - -- - -.. -.. - - - - - - - -.. -.. - - - - - - - -.. - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -oo - - - - - _.. - - - - - - - - - -.. - - - - - - - - -- - - - - - - - - - - - - - - - - _.. - -.. - - - - -.. - - - - - - - -- - - -.. - - -- - - - - - - - - - - - - - -.. - - - -- - - - - - - - - - - - - - - - - - - - -.. - - - - - - - - -.. - - - -- - - -- - - - - - - -.. - - - - - -.. - - - - - - -.. - - - - -.. - -.. - - - - - -,- - - - - - - - -.. -..- - - ---- ---- ----- -- - --- -- --- --- -- -- - - --- - - --- --- - ---- -- -.. -- -- - - _.. -- - - ------ -- _ -.. _ -- _ _ -- - -.. -- - -- -- -- -- --.. --- -- ---..- -- ---- --- ----.. - --- oo--..- - __ ___ __ _____ __ - - __ - __ - - ___ - __ __ ___.. _____ ~ ~ ~ ~ ~ ~ ~: ~:: ~ ~ ~ ~ ~ ~ ~ ~: ~: ~ ~ ~ ~ ~ ~~ ~: ~: ~ ~ ~~~~~ ~: ~ ~ ~ ~: ~: ~ ~ ~: ~:~ ~: ~: ~ ~:~ ~ ~ ~~: ~: ~ ~:::: ~:~: ~:~ ~ ~ ~ ~ ~:: ~: ~:: ~ ~:: ~: ~ ~: ~:~ ~: ~~;~;~.~~} ~:::~ ~: ~ ~ ~"~,~':~:.~~~:)~: ~ ~:: ~~::: ~ ~::~:::~ ~: ~ ~ ~ ~ ~~ ~ ~: Owner's. SignatuJ,:e,,:::Jt~~~,"':~~~~~."'_-C'"<1t~~"n._n___._~__ By -----~:,.:1~:1~h)f.s:!t~;;~;;~ii€:~2~~(t.:b~::.:::::---~c... / c--" ,. ;'/ His Authorized Agent i. A -4 l . :'j orGnp"Yt\/ \~Tl" T r'~' ''''1'"D Building Inspector -------.---~]:o_~'"_~~':Gl~_______n_mn__n.m__omm______non____n_n_ u ~;;' d~.eU I r L~~..~d f'LjJ~).i~ti (;:.-7 ~ ~ErnDf rl";)'''v'''' By z.;~ D rull U~Luljrlj\JG BUilDiNG m_m.Om_no _______'no__onhn__mn_______n._mmn____nm_____m_______n ~----- ------ -,""-- .-j. ,- - llf,'... \ "". .... tt' ,.. \.r/~ // '1 i:.3- . t. . , , r. N9 45796 Fee $..m.m......'/...J::.~~~:.~..m....__....____.m Receipt No. ..2.?...~~~..t____~~m.m.......... BUILDING PERMIT CITY OF BREMERTON. . BUILDING DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3-1411, Ext.36 Owner's Value Bldg. Dept. Value DESCRIPTION: $ </:ltJ?l/7~' Lot Block Additions i ,; 'V /' r' I 1 Address on Job m____.___;l_:::L~).,--u.r..h::~A-~~-:\..,,,.".--:~-~m-'-OommOo-Oo.---.-___00______ Date __mL~_ ._.L~_ .__::..1.5:____m. Building uOo__.__m_m x m__Oo.____un and m_mmu.m stories _Oo.____._um__mm_ basement. Lot _mm___nm_ x .Oo.._Oo.On___. Front Yard .__.__.._m.n________- Rear Yard 0.______________.______. Side Yard u_._Oo_____m_Oon____ Garage ._____OouOom_______._______ OCCUPANCY rPERMIT REQ'UIREr:) BE,FORE OCCUPYING BUILDING Zone nm_u___Oo_m_.mu______..__.______. }. ~~ ! ~ Owner ._no___..f-::,t..,t.4..Q,.?,,_L .' ..:J<f~_L.-~. ...Q..::~~::~p.__----- Address u_.._..u________________m______._Oo.Oo__ Phone m'm_m.~m- Contractor ~~~~---~,&:;!:j,.;:f.:?l:::~j----,-----~~------..- Address .___________m_____n__.___u___Oo~:_______ Phone /1'.1.6.=_'$._$::3./ . , This permit is issued for: /"/ /1 / f /_ /1 /tl.e rei' /1 //'II!)I'- , ". ~. ~1 Iii. / 1"') f. Z,":.(/ ;_~~4~~~~:~~~~~~~~~t:~~~~.L2~tj::~~~~~~~~~~:~~=~~~~~~~ ~~=~:~~~~~~~~~~~~~~~:~~:!~.~~~~'~~~~~~~~,~~~~==~~~~~:~~~~~~~~:~:: I / - . - - - - - -. --. -. - - - -. -. -- - - -. - - -- - - - - - - -- - -. - - - -.... -.... -- - -.. - - -. - - -. - - -.... - -. - - -... -...... .......... - - - -... -.... - -.. - - - - -.... - - -.. - -. - - - ~ - -. -.. -.. - -.. - - - ~ -. - - - - - - -. - -- - - -_. -. - -.... - -.... -.........- - -.. All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION -, Reinforcing steel must be inspected after placing and before covering. FORMS shaU be inspected and appro'vedbefore poudng. All plumbing, wiring a,nd the fra,me of all buildings must be inspected and approved befo,re covering. Wood preservative to be used on an wood aga,inst maso,",y. Ventilate foundation and attic. Sepa- ra,te permitsrequ'ired for plumbing, wiring alnd heating. See City Engi,neer before worki:ng on streets or sidewa,lks. ... - -..... - -.. - -.... ~. -.. -...... - -..... -.. -..... - -... --.. -.. -..... -........... -.. -.. - -. -... -..-.. -...... -.... -...... - -. - -.... -.... . -.. -.. _..- - - -.... -.... - -...... -.... - -.. ~ - -..... - -.. - - - -............. -............ -...... -.......... - -..... - -.... - ...... ......... ......... - - - -... -.. -. -.. - - -. - - - - -- - -....... - -.. ~. - -... - - ~.... - -.. - - ~ - -.. - - - - ~ ~.... -.. - -- -.. - - - - -- - - -.. - - -......... ~. - .. -.. - -.. - ~... - - - - -...... - - -.... -.... -.... - -..... - -....... - - - -... ~ - -.. ~.. -. -..... - - -... - -.. -.. -.. - -.... -... -.. - -....... .. - - -. - -.- - - --. - - -.. -~.. - - - - ~ ......... - -.. ~ -- - -. - -..... -...... - - - - - ~ ~ -... - -. ~.. -.. -.. - - - - -... - - -..... -.. - -. . -.. ~ - - - - -.. - -.. -. - -.... -. ~ - - - - --. -....... -... - -.. ~ - -.. - -.. -..... -.... -. -.. ~ -. -. -.. --...... ~ - -... - -.... - -.. -.- ............ ~... - - -.. -... - - -...... ~ - - -.......... - - - - ~ -- - - - -. - -. -.... - -.. - - - - -.... -.." - -.... -.. ~ - - - -..... -......-.. -. - -.. -.. - ~ ~.. - -.. - -.. -... ~~ -.. -. -. -. ~ -. -.... - -.. -. - -. -.. ~ -.. - - ~.. - - -.. - - - - - ~ -..... -.. - - -.... -................ - - -- .. -. - - - - --.. -. - - _... - -. - - -. - -. - - -.. - - - -..... - - - - -. - - - --.. ~ - -......... - - - - _.-.. -.. -... -... - - - -..... - -. - - - - -. -.. - - - ~.... -.. - - - -..... -- - - -.. - - ~... -. -.. -..... -.. _.. - - -.. - - ~ - - ~ - - - -. - - - - -- -. -.. - - -.. ~ - -.... - -- - -....-.. . -.... -.. ~ -_.. - - -. -....... -- ~ - - - -.. - - -.. - -. ~.. ~ -... - -.. - - - - -... - -... - -... -......- - - --.......... - -.. - - - - -. -- -.. - - - -. - -.. -- -.... - - -.. -. -.. -.. ~.. - - -..... - - - - - - - - - - - -.. - -.. -. - ~ - - -.. -.... -... --.... -.... -............. - -- ~.. -... -.. ":''' -.... - -. -.... -.. -.. -.... -.. ~ -. ~ -. ~ - - ~ - -.. - - - - - ~.. - -.. - - -.. -. ~.. - -.... -.... - - - - - ~- -. ~... - - ~ - -.... - -. - - - - -.. - .. ~.... - - -...- -. - - -. - - - - ~ -.. - -.. ~ -.. - ~...... ~ - - - -..... -... - -....... - - - -.... -.. -... ~ - ~ ~ -.... - - - - - -.... - -.. - - -.... -- .. - -.. -.. - - -... -.. -.. - - -...... - -...... - -.... - - -. -.... ~.. - - - - - - -. -.... -.... -.. - ~ -... -...... ~ - -.. - -. -.. ~.... - ~ -... - -........ .... -..... - ~- -..... - - -.. -.... - - -.. -.... - - ~ -. - - -... -. -.. - -. -. - - - -. - - -.. -.. -... - - - - _......- - - - - - - -... - -. -...... -. ~ -.... - - - -... -. -...... - - -... - - -.. _.... - - _.. - _..... - - - _.. _.. _.......... ~........... - __ _.. _.......... _.. ~ - - _....... - _....... - - _.. - - ~.... _.. - - ~.. - _.... ~ - ~ - - - - ~ _.. - - __. ~ _... - _. - - _....... _........ _. - - _..... _00 _ _..... _ _.. _ _ __.. _..... _ _... __ - - -.. - - - -- - -. -... - - - ~ - -. -.. - - - ~ ~ -. - - -... - - -.. - - ~.. - ~ - - ~ -.. - - - -.. - - - - - -.... - - - ~ - - -. - -.. ~ _... -.. - - -.... -.. -. -. - -. ~..... - - - - - - -. -.. - - -. -.. ~ - - - -- - ~ - _.. -. -.. - -.. -.. - - - - - -.. -.. - -...... - -.. - - -.... -.... - -.. - - -.... - -.. -..... - - -. -. ~ ~ - -.... - ~ -... -... -.. -. -..... -.... -... -. ~ - - -.... -.. -... -...... -. ~ -- -.. - - - - -- - - -.. ~ ~... -.. - -.. -.. - - - --- - - ..... ~...... -........ _...... -..... - -.... - -. ~ -..- -........ -...... - - ~ - - - -- -. - -.. - - - - _..- - - ~- - -. - - --- -.. -.... - -- -... _.. -.. - --.... -- --.- _..~.. -_.. -.. ---..--. --.- -- -_.- _... ~~.. -~ -.. --... --. --... - -~_.....- -...... ~~. -- -..--..-"-" -.. -- -. ---. --_._..-.~ --- - --..... --- -- -. --~ --~.. -.... _.~ - --.... --- ----.. .-- -.-- ~_.._......_--..._-~......- . - ~. - ~ -. ~ - - - -. -...-... - -. ~. -.. .. -.. - -. ~ - - - -.... ~ - -.. ~. -.... - - - - -.. - - - - - -.. - -...- -...... - - -- - - - ~ - -.... -.. ~ ~ ~.... -.. -. -... - -.... - - - - - -... - -..... -..... -.. -..... - - ~ ~ -.. - - - ~ -... - - - - - - -.. - -... -. -- -. -.. -.. -.. - ~~.... - --.. - -......- -. -. -..,.... - -......... -..... - -..... - -.. - - -... -.......... -.. ~ - - ~ - -.. -..... -... - - - - - ~. ~. - - - - - -.- -. - -.. ~ -........ - - - -..... - - ~.. - -.. - - - -.. - - ~ -.. - -.... - -. -.. -. -...... -.. - - - -. - -... - - -. - - -.. - -... - -...... -.. -.. - - -.. - -..... -.. -..... - -- .... - -..... - -.... -...... _.... .... -.. -.. -... -.. - -. -.. -.... -. -.. - - - -.. -. - - - -. - -.. - - -.. - -- - -.. -... - - -.. - ~...... - -.... - - - - ~.. - -.. - - - ~ - - - ~ ~ - _.. -.. - - -.. _.. - -.. -.. -.. -. -.. - - -.. - - - - - -.. - -.. ~.. - - - - -.... - -...- - - -.. -.. -. - ~ -- - -..... -.. - -..- .. ~.. _ ~ -.. _ _ -.. _ -... _ -.. _ _ -.. ~ _ -.... -.. -.- _ _ -- _ _ -. _ ~ _ -. _ -.. _ _ -.. -.. - - - -.. - - -.... - - - ~ -.. - - - - - -.......... _.. -. ~. - ~. - - - ~ -.. ~ -.. - - - - ~ - - - - - - - ~ -. - - - -.. - -. - -....... - - - -. -.. - -.... - - - - - - - - - -- - -.... - -.. -.... - -.. ~.... - -. - -- - - - - - -..., - - - - -.., - -. - ~ -- - - - -. - - - - - -~ - ~... -. _ - - -.. ~ _ -.. _ _ ~ _ _ _ ~ _ _ _ -. _ ~ _ -... -.... - -- - - -. _ -.. _ _ _ -.. - - _ _ _ _ _ ~ ~ _ _ -.., ~.. ~ _ _ _ ~ -.. -. _ -. -. _ _ _ -.... _ _ _ _ _ _ -.. ~ _ ~ _ _ _ _ _ _ _ _ _ _ -.. _ _ _ _ _ _ _ -.. ~ -.. _ _ -. -..,...... _ _ _ _ -.- - -.. ~. -. -.. _ _ -. _ _ _ _ _ -. ~ -...,.. _ ...... _ _ _ _ -.. _ -. _ _ -. _ _ -. _ -.. -. -.. _ ~ -.. ~.. -.. -.. _ _ -.. _ _ -... _ -- _ _ -... _ -.. _ _ -.. - -.. . _ -.....,.. -. ~ -.. _ _ ~. _ ~ ~ _ _ _ ~ -... _ -... -. _ _ _ -.., ~ _ _...., - - ~ - - -.., - - ~ -.. ~.. - - -...... - - ~ - -. _..- - - -.. - - -... - -... -. . _ ~ ~ -... _ _ _ _ _ -...... _ _ -. _ _ _ _ _ _ _ -. _ _ -. -. -. -. -. _ ~. _ -.... .-..,. - - ~...... - - -.. - -- - - -.. - - - - - - -- -. -. - -~.. ~.. - - - -. - - -. - - _..., -. - - - - - - - - - - - -. - - -. - - - - - ~ - - - - - - - - - - - ~ ~ -. - -. - ~ - -. -.. - - - - - - - -.. - - - -.. - -..- -.. -.. -. - - - - -- ---- - --:- - - - - --- -- --- - --- -.--..- --.-. --. ----- - - - - --. ----: - - ------- --- -- --. -.-- ------ - -- - - - - - --. -.- - - - -- -.,:~~- - -- --- - - ---. --- - -- - ..--.?Y-_.. - -- --- - - -- -----.------- ---- ---------. Owner's Signa ture_ _~,,~t~b&A~~,!~.~<._ _ _(i~~.?:?::2_t.. ::.;i~:;_f.7.. _ _. By _oct{~<';#.::t::~~~~~:~ .u_':.<;;jlj~:1.~:I-!:.:~~:t:___ _ ___ ___ _ _._ _. ___ __. . -.",."... i~",~""",c.& d<:..t.~.'_ " His"AuJhorized Agent (_" ......,;:? , i Building, Inspector _ 0000 _ _ u _ _ m _ _ _ _ _ __ 00 __ _ _ ___ _ __ _ _ ___ ___ _ ___ 00 _ 00 ___ 00 _ 00 __ 00 0000 _ U_ _ 00 mOo mOo _00 00 ~-"'4""'- ~,-:, .' . ~DF . By __ __ u _._ _ L!:::_ _t.":. _ _ _ _ ___.":~:~~td::::_u ____O.m _00 ___ __ _'_moo __ 00.00__ - -------~_...__..._- -~ ,.. .- ,. - .... . '0.' ... Bf'TID~"G PL"'" ~)C-ITr.'" SF. . e ' .L....J )1..L.; " ;-.d'.~,t" ! ,'~ .Ll,.r .1.. m-JIER : PWl-1i:1' SGt1ND n:H:\i.8RAO)t TYPE OF COTISrHUCTICN: f'JK::J: . 11E3 Ir!E:-,rCl~~ SO~.TTR r,C1'OR: BUSINESS ~ SROBEEr CONSTR]JomI~ RE.:'ODEL ADDRESS: 239 BR U1I!t.1N (,[DIrION X ~ ft ALTERArleN -- PHmiE: 876 ... 5.?~1 DATE RECEIViD: 12/9/75 --_._----------------------------------------------------~---~-~-~--------------- Buildinp Dep~rtlni~nt: P, ApDroved.. . - ~ _ _/~ Fire Depart~ent: ~. 'yjJ. . ~ ADproved c-cfCV'I.<r>- ~c.~ ,..,- ~7 4&.~.~,- ::J... {.:l. . Date Permit issued: (J --- ------------------------~--~----~-------------- Traffic Department' Improved N.ot approved Corn.ments: . -------------------------------------------------------------------------------- Engineering Department: Approved Not anproved Corr"~ction Permit rewlircd ~ - Sanit.ary DrainaGe Q N4 Storm Drainage ~ - Gas !<ains Underground Utiliti~s - Sidewalk - ----,--- D2.te: Il.,,/I rl7)- (J) :; +tJ"""'" of"'OwI ~o...rQ. """ IAr rI- ,., tJ+ .t10lA.J o..-c,... ('OS.$"' Ini ti.d: ~ COlTU"ri;mts: \"' t c,(e c..v ....., K --------------------------------------~-----'----------------------~------------ Electrical Dep~rtment:~~ Approved Not approved . CorrJnents' ~. r -L/ :i.d/g ~~ ---~---_:~ ~ -7- - - ---$:.-- . - - ------------------ Plu~bing Department: Approved Not approved Cor'"'1:1ents: ~--r:;J-1):~~q:-.,$.----R---:---~--"iJ-~-;.:;:--:;;----~-~-~-~~. ~lamnng Departoment: o~1;r PAIt,l(.lAt. r I/~Hf)tJllI . .dl'.te: '~ 1, ~ ., ~ . I Initi~l . = 01\(. 1"",..,,;'7 .. If,) X4S' r~"1 tf./~ Comments: N.kF~ y~. ~ ____________~____________~__~__1t4;rJ2~__~~___________________________ Commissioner of Public vIorks: Anproved _____Not l'.pproved Date: . COI'f'Jflents: w ~~ 1 "~.,)",;""-- '>....,-,,,,-,,,..:.-.- ""~,---,' -~''',I~-'-'' ~","-"""-' - ,.._~,. "." -". ,~,-- ",,_~_,~._J - ------------- ..J II:. :-.. . . I't'f',cro f~. ~ '. IIOj. b~ . 37..0'Z~ Fee $.."'O!!J'r' ...0...................,................... Receipt No. n.... .... ............................................. .. B ILDIMG PE R M IT CITY OF BREMERTON .. BUILDING DEPARTMENT F, E. IRISH, Building Inspector '. ESsex 3-1411, Ext. 36 . Owner's Value Bldg. Dept. Value DESCRIPTION: /ff1JtlO!!9- ~ $ .' .... Lot, Block Additions Address on Job n~3rnngf(t.le.I'!:~n..n___m..............___.nn_____.nmn___. Date .1:k.-:'..9:~.2~.._.,.____m. Building _____n....___n. X h......n...n. and .___..._____.___ -stories .___m.n..___.n..n.. basement: Lot .nn___.m.___ x ..n.h.n..___. Front Yard .n__n.___.nn..__.n. Rear Yard .n..___.___________uu. Side Yard _____..__....___.___.... Garage __'___n___.___._____n___m. Occupa~ ... n,..~..__.......... n...... n';!lii:i!f!;--' ..n. --.... ..__...___....'...n....... __..n. ...... Zone .n.. ------..--.. --. .--......~.:;.?' 56/ Owner _ _~.5.dd~___ _ __ ___n~4.tYg_ Address ______n_n____'_nn_______________nn____ Phon87_nn___n___ Contractor _. .;4.l).~~.!J:-.aJ1/.5r_n--------- Address ----n--n--....---.u...,.---.]f?~. Phone _...m..m...__ ;;;:~~~~:~~~:-!..~=~~::~::::'!..~=~9?~:!~~=~~:::::~~:::::::::::: - - -...... - - -- - -.. - -.... --.. -- -- - _..... -.. - ...-.... ..-- -......- - - -.. - - -..... ........ -- - - -... -.. - - -'" - - --- - -- - - ..--....'" -- -"'..... '" - - - -..... - - -.... - - - - -..... - -.. - -.... -. -- -... -..... -...... - - - -.. - --... -..... - -........ - ---..'" -......... -_!"..."'.... -- -..........- - - - ..._-_..... All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Re'inforcing steel must be i1nspected a1fterplacinrg and before coveri,ng. FORMS shain be inspected and app,ro,ved before pourin,g. AU plumbing, wiring .a1nd the fralme of aU buildings must be inspected and a1pp,roved before coveri:ng. Wood preservati~e to be used on al:l wood a,ga,inst maso1n'ry. Ventila,te foundation a'nd attic. Sepa,~ ra,te permits requ'ired for plumbi:n,g" wiri'ng a,nd heating. See City Engiineer before workin,g on stree,ts or sidewaUu.. fi1'. .. - - -... -....... - - - - -. - - -.... -.. - -.. -. - -... - - -... - - - - - - - -.. - -.. - - - - - -.... - -. -.... -- - - - -.. -........ ......- -- - -.. ...........- -... -...... - -...... - - - - - -..... -. - -... - - - - -. - - -... -..-.... -- - -..... - - -... - - ..'_... -...- -.... -.. ...-.... - -"'..... -"'...- -...... ..._'" ....."'......... ... -.....- - - -... - -.. - -.. -.... - -- - - - - -...-.......... -..... -...- - -.. - -.. --.. - - -.. - - - - - - - - - -. - - - -.... -... - - -.. - -.... - --- --- ... - -.. - - -.. -............. -..... - -.. - - -,-"'. -.. - - --..................- - - - - - -...- -..... - -...... -.................. - .-- -..... - - -..... .........-...-....... - -.. -... -. -.. - -....... _.... - ..._.. - _..... _.._...... _... - ...__..._ _........... _.. - _. _.. - - - _. _._..._ - _.._.... _... _.. _.. - - _.. - - .w_ _... _ _._.. _...... _ _.. _ _..... _. _ _.............. _. _... __... _..._.. _..... _ _.... _ _ _.. _ _....... __ _ _ _'" _ _ ...... _.. _...... _..._ _ _....... _.... ............._... .. -. -....... -.. - - ---. -... - --.. - -.. - -....- -.. -.... -. - -. - - - -..... -.. - -.... -..... - - - - - - - -. -- -. --.. _...~ ~ - - - - -..'O'.. - ___.. - - - - _...... __........ - - _.... _... _. - _............ - _.... _... - .._.... - __... _...... _... _... - _...:. - - _.. - - ~... - _.._ - __ - _....... _..... __ ......_..... .. - -.. -.... -.. - - -...- -..- - - -.... - .~..... - -..... - - - -...... -... - - -- - - -... -.... - - -.. -.. -.... - - -- --.. -... -.... -.... -. --... -..... -. - ..... -... - - - -.... - - -.. - -.. _...-.. - -.. - -.... - -........-.... - -.. - -- - - -..- - - - - - - - -.... - - _..- - - -..... - -- -... --... - .....-.......--... -... -.. -.... -... - -.;.. -. - - -.. -.. - - -... - - - -... - -... - -. -...... - - -.. - -.. -...... -..... - -...... -.. - -..- _..- -...... -.. -- - -.- -... -......-... - - - -.... - - -...... - -.. - - -.. - -.. - - -.. - -.. - -.......... -..;..... - - -..... - - --.. - -'" - - -..... - -... -... -'" - -..- - -......... -.. - - -... - - -.......- - - -. - -... - - -..- - - - - - - - - -.. -.. -.. -.... - - - - - - - - - -- - - - -.......... - - - -.. - -.. - - - - - - - - - -..... - -.- - - --... -..... -... -... -.. - - -.. - -... - - - - - - - - - - -- - -- - ~.... - - -... -.. -.. - - -.. - - -.. - - -- -... - - -.. - -'.......... -....... - -.. - - -- - -.......... -....... ..--"- .. - -.. - -.. -- - - -.. --... - - -.. -...... - - - - -.. - -- - - - -...... - -.. -- - - -.. - - -.. - - - - -... - - -. -.. - -- -... -.. - - -- - - - - - - -..- -.. -.. - -...... -.. - - -," -.. - - -.... - - -.. - - - - - - - -..... - -- - - - - - -....-.. - - -. - -... -.... -.. "'........ - -.. -.. - -... -................ - - -.... '" . - - -.. -. --... -..... -.... - -... -.. - - _... - -....... - - - - -.... -.. - - -.... -. - - -..... - - - - -.... - -.... _.....- -.... -...... - - -.... -......... - - - -.. - -.... -..... - -.. -.... - -- -.. - - - -..... - -- -... - -. - - -...... -... - -.. -.. -... -.. - "'..... -"'.... -..'O'.... _......"'........ _... - __.... -.. - -........ - -. -.... - -.. - -.. - - -......... - -.. -. - -... - -................. -..... -...-.. -.... - -.. - _...- -. -.. - ..._-.. -..... -.. -.. -- - - '" .. - -... - - -.. -. - - -.... - -.... -... -.. - - - -.... - -"'.. -... - - -....... - - -.. -..... -... - - - - - - - - - -..-". --..... - -......... -... - -..-.....- ~ - -.... -.. -.... - -.... - - -. - - - -.. -.. _.... -.. - -.. -... - -.... - -.... -.. - -........ -.. - -... - -........ -..-.. _..- - -.... -..... -....... - -..-"-" -... - -.... - -. - - - -.. -.... -.... - - -. - -..-. -.. - -.. --.. - -.. - - --.. - - - - - - - - _.........-.. - - - --.... --.... - -- - -- -.... - - - --... -.. - -.. - - - - - - - - - -... -.. -.... -.... - - --.. - -... -.. - - -.. ~ - - -.. -.... -.. - - -.... -.... - - - - -. - - - - -"'''''' -...-... -... -...... -.. --... -. --.. - - -.... - - - -.. -....... - - - - - -.. - - - - - - -.. -... - -. -............ - -.. - -......... - - - -.. --..........'" - -.. ---................- -....... -. -...-.. ",- - -... Ii - - - - - - - - - - -... - -.... -.... --.. - -.. -..... - - - - - - - - -....... -.... - - - -.... -..... - - - - -..... - -.-... - -... - - - - -. -.. - - - _... -'" - - - - - - - - -.. - -.. - - -.. -..... - - -......... - - - - - - -..... -.. - -.....-.... --.. - -.... -.... - - - -...... - - -......- ....... - -.............. -.....-....... -- . - - -.. -...... - - -.. - - - -..... -.... - - -.. - - - - - - - -. - - -.. - -.... - - -..-.. - -..... - -.. - - - - - - - -.....-.. - -...... - -.... -.. - "'" --....... -.. -.. -... - - -.. - - - - -- - - - -.. - - - -.. - - - - -.. -.... - - - -... - -.. -... -..... - -. -... - -..... - -.. - - -'" - -..-...- - - - -.... -.. -..... - - -...... . ....... - - - - -- -.. -.... - - -.. - -- - - -.. - - - - -...- -.. - - -.. - -.... - -.. - - -...... - - - - -. - - -.... - -.. - --.. -..... - - -........ ....-........ - - - - -. - - -. - - -. - - -.... - - --. - -... -.. - -.... - - -.. - - - - -.. - - -... - - - - - - -.. - - - -... -..- -.. -..... - -..... -..... -......- -......... - ............ - -.. -.. -... -.. - - - - - -.. - - -.. - -.. - -.. -.. - - - -... - -. -... -- - - - -... -.. -.. - -. -.. -.. - - -.. - - -- - - -... - -....-....... -.... - - -"'....... -.;; -;... - - - - - - -.. - -... - - - - - - -....... - -........... - -.... - -...... - -.-.... -... -.. - - - -. _......- - -.... - - -... - - -....... --...-........- -..... -.... --.. -..... -..... _....;. - -. -.. - - -..-.. - -.. - -..... - - - - - -.. - - - - -... - -.. - - - -.... - - -....... ..-- -..-....... -.. --...... - -.... -.... - -.. - -. -.. - -.. - -- - - -.. -. - - - -..... - - - - - - - -... - _....-.. _... - - -.. -.. -...... -.... - -... -..... - --....... -.... ......- -.. - - -.. -.. - --.. - - - - - -.. -...... - - - - - - -.... -.. -..... - - -.. -... - - ",- -.. - -..... -. - -. - - -.. -..... - - -... -..... - - -.. - - -....... -..-. - - - - - - - - - - -. - - - -.... - - -.. _.. - - - -. - - -... -...... - - - -.. -...... -.. -. -... - -.... -..... - -.... -.... ....- - -..... -....... - -..... - -..... -... - -. - - -.... - - - - - - -.... - -.. - - -... -.... - - -.. -. - - - - - - -.. - -.. - - -.. -.. - - -.. - -... - - -- - - -.... -..-.. - - - - -.. -......-... - - - - - - -.. - - -.. - - - - _.- -.. -.... - -.. -.. -.. -.. -.... - -.. - - - -.. - -......... - -.. -........ -............ -.... - --.... --.... -... -. - -.......... -- . .~:~~~~~-~~~~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~h~~.~k~~~~~~~~~~~~~~~~~~~~~~~~ . . , His Authorized Agent ~ Building Inspector _ ___, __ .____. _..__ __h...._.... _.___.. 00'" u. ___00 m.___ n___ __. 00______' ______.. __. 00 ~DF By ___ _.. ._... ___. ___. ___ ._...._. ____...00 .~...__ .__.. __._ ..___ __ __no _n____ __.__ __.,__.:. t"",,:.:.. ..." ' . ".\ J ~ - ---~--- BU __J~ NG ~ = gVl - ~~ 100 A ~ City of Bremerton, Washington Phone: (206) 478-5281 OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE $ .:2, lOBS'" - $ - <- $ 24-~ 'If) -352- 3-4--" SITE ADDRESS I LOCATION .239 "SRue;. ~N Av'E. OWNER'S NAME Pv.,.A- SoU;At( 8ev~e ADDRESS PHONE CONTRACTOR RooF Ooc.,.-.t> ?<- STATE CONTRACTOR'S L1C. # ADDRESS PHONE o RESIDENCE ~ BUSINESS o NEW P'l REPAIR o REMODEL o ADDITION PLANNING I ZONING FIRE ZONE STORIES OCCUPANCY THIS PERMIT ISSUED FOR: l<-& fLt9d 'F 1 ~f'4\ \2-S ~ All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction orthe performance of construction. INSPECTIONS REQUIRED: Foundation 0 Framing 0 Plumbing 0 Electrical 0 Wallboard 0 FINAL INSPECTION: FOR INSPECTORS USE ONLY: REINSPECTION: TYPE OF INSPECTION DATE TIME IIPPROVEo' IIP~R~VED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY ISSUANCEOF OCCUPANCY CERTIFICATE REQUIRED BEFORE OC OWNER'S SIGNATURE BY BUILDING DEPT. d'ori~ / --.- --- _.-- _.--.- - - ~.-------------- - -- -- --- ------- ---~-~ !301-..J: NG ~~RMT ~~ 1189 A City of Bremerton, Washington / Phone: (206) 478-5281 c2 ~ ~~S?1;;L- OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE ~~N~? DATE $ 1;2 :2 5' - $ - ~ .J-/s-1!J<r "7- .2y-7% , , - $ -" SITE ADDRESS I LOCATION ~39 B~ OWNER'S NAME ~, e..-+ ~~~~DDRESS PHONE CONTRACTOR Q.oo~ ~r STATE CONTRACTOR'S L1C. # ADDRESS PHONE D RESIDENCE D BUSINESS D NEW D REPAIR D REMODEL D ADDITION PLANNING I ZONING FIRE ZONE STORIES OCCUPANCY THIS PERMIT ISSUED FOR: ~{ ~ - c'L.A..SS ' L' ~ All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction orthe performance of construction. INSPECTIONS REQUIRED: Foundation D Framing D Plumbing D Electrical D Wallboard D FINAL D INSPECTION: FOR INSPECTORS USE ONLY: REINSPECTION: I NOT I TYPE OF INSPECTION DATE TIME PPROVEd APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCC OWNER'S SIGNATURE BY BUILDING DEPT. A zz:- /" -- ---------- --- ------- -,-- APPLICATION FOR CITV'F BUILDING PERMIT D.AR TMENT - . ~ BREMERTON .. BUILDING PHONE: 47B-5281 /;2 .;2 .;- . c::5' 0 0 ~ -' VALUE $ . . . .". . . . . . . FEE $ . . t'. . -e :::. PLAN CHECK $ . . . . . . . . . RECEIPT.......... OWNER . ,~~. .. . .'. ... ADDRESS.............. ~. . ~... ...... PHONE.............. / ,/J~ CONTRACTOR....-, .................................. STATE L-IC. fi...........-.... ADDRESS.-..................................';....... .L.... PHONE.............. ADDRESS/LOCATION OF JbB......~~r...~............................... PLANNING ZONING............ FRONT............ REAR. . . . . . . . . . ... SlOE..... ~ ........... OCCUPANCY. . . . . . . . . . . . FIRE ZONE. . . . .'. . . . . . . APPLICATION ISSUED FOR: . . . . . . . . . . ~:.~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIGNATURE AP P L I CANT. . . . . . . . . . . . . . . . . . . . . . . . . "'--- ~s:- ? 1. DATE.... .... . PLANNING COMMENTS/REVIEWED By.......... ENGINEERING COMMENTS/REVIEWED By.......... adf/ ~. ft, 1~ .. PERMITS REQUIRED FROM CITY ENGINEERS OFFICE FOR ALL WORK IN RIGHT-OF WAY FO;; EXCAVATIOr" PAVING, SIDE::ALK, STORM Af.D SAI'!JAP.Y Sl':WER CONSTRUCTION. FIRE DEPT. CPMMENTS/REVIEWED By.......... /FJY /~57 !101>fr I~r 0d4 10#/ BUILDING DEPT. COMMENTS: PLUMBING REVIEWED By.......... ELECTRICAL REVIEWED By.......... BUftOING REVIEWED By.......... _TRAFFIC DEPT. COMMENTS/REVIEWED By.......... APPROVED BY COl".MISSIONER OF PUBLIC ;,'ORKS ~.. .................. ............. ............. ...... DATE....................