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HomeMy WebLinkAboutBB15 00396 f City of Bremerton PERMIT NUMBER: BB15 00396 Department of Community Development DATE ISSUED: 06/12/2015 CITY OF 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:6000 W WERNER RD BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 202401-1-004-2007 ZONING: IP Name Phone Address Access Code APPLICANT: FPH CONSTRUCTION 360-479-4137 109 OLDING RD 34LWR-P1S8V STE 200 BREMERTON,WA98312 OWNER: SOUND WEST WERNER ROAD LLC 109 OLDING RD STE 203 D6D2D-JBCMI BREMERTON,WA98312 CONTRACTOR: FPH CONSTRUCTION 360-479-4137 109 OLDING RD 34LWR-PIS8V STE 200 BREMERTON,WA98312 LENDER: SUBMITTED: 06/05/2015 APPROVED: 06/11/2015 EXPIRATION: 12/09/2015 STATUS: ISSUED VALUATION: $20,000.00 Commercial Building Permit w/Mechanical/Plumbing GENERAL DYNAMICS-NASSCO WAREHOUSE STORAGE RACKS GENERAL DYNAMICS-NASSCO WAREHOUSE STORAGE RACKS State Surcharge $4.50 Plan Review Fee $173.55 Building Code Edition: Building Permit $267.00 Occupancy Group: • Type of Construction: TOTAL FEES: $445.05 Flood Zone: Setbacks: ////:(F/L/RT/R/O) �\ Sanitation Method: �� Number of Bedrooms: Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW&U:Public Works-Engineering (360)473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days.It is the responsibility of the permit holder to see that the required inspections are made.Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements.Any demolition,testing,or financial burden shall be borne directly by the permit holder.Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction.I hereby certify that I have read and examined this permit and know the same to be true and correct.All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction.If listing the owner as general contractor,I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3,Chapter 126,Laws of 1967.All revisions to an approved plan require DCD review and approval prior to performing work.All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. y SIGNATURE OF OWNER OR AGENT: PRINTED NAME: rufi i t f DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by:Mountjoy,Margret on:06/12/2015 10:51 AM Page 1 of 3 1 • City of Bremerton PERMIT NUMBER: BB15 00396 , tI Department of Community Development DATE ISSUED: 06/12/2015 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:6000 W WERNER RD CITY OF BREMERTON (360)473-5275 Fax:(360)473-5278 ,‘; City of Bremerton PERMIT NUMBER: BB15 00396 Department of Community Development DATE ISSUED: 06/12/2015 345-6th Street,Ste.600,Bremerton WA 98337 CITY OF SITE ADDRESS:6000 W WERNER RD BREMERTON (360)473-5275 Fax:(360)473-5278 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 SPEC INSP-FASTENERS,STRUCTURAL Special Inspection by 3rd Party-Chemical/Mechanical Fasteners FIRE-FINAL FIRE-Final Inspection FINAL-BUILDING Final Inspection-Building FIXTURE LIST Qty Fixture Type Qty Fixture Type • Printed by:Mountjoy,Margret on:06/12/2015 10:51 AM Page 3 of 3 i • BUILDING PERMIT 6000 W WERNER RD INSPECTION CARD GENERAL DYNAMICS - NASSCO WAREHOUSE STORAGE RACKS CITY OF PROTECT THIS CARD FROM THE WEATHER BREMERTON Building16Y - Plumbing J Mechanical LI Alarm/Sprinkler LI This Placard must be posted on or near building and the Permit&"Approved" plans must be at the site. Permit # BB15 00396 POST W.aSITE Call the following Agency Telephone Numbers for inspections: -Property lines shall be properly identified and marked before BuildingDepartment Inspections: (360)473-5870 foundation footing inspection.Setbacks are measured to the p p finished wall structure. Water-Public Works: (360)473-5927 -Reinspection fee may be assessed if inspection has been PW-Public Works-Engineering: (360)473-5270 requested when not ready or corrections are not completed. Kitsap Public Health: (360)337-5235 -Permit,approved plans,engineering,and inspection card shall Fire-Fire Department: (360)473-5386 be on site during construction or Reinspection Fee may be L&I -Dept.of Labor and Industry: (360)415-4000 assessed. Inspection APP DATE Notes Special Inspection by 3rd Party -Chemical/Mechanical Fasteners J � 7- --I5 FIRE-Final Inspection M S (4- 114 vv Final Inspection -Building bA4 _tc 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 - 13?) S oo354o PERMIT CENTER COMMERCIAL CITY OR BREMERTON Building Permit Applicationt: 0 5 2315 Department of Community Development * 3.15-(itb Street,Suite 600 * Bremerton,WA 98337-1873 (360) 473-5275 * Fax (360) 473-5278 * AN ivnv.ci.bremcrton.wa.us n DCCT Applicant: Owner ❑ Contractor ❑✓ Authorized Agent EFT: Business Name: NASSCO-GENERAL DYNAMICE-WAREHOUSE STORAGE Site Address: 6000 W. WERNER RD, BREMERTON,WA To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR:FPH Construction Inc OWNER:SOUND WEST WERNER ROAD LLC Address:109 Olding Rd,Suite 200 Address:109 OLDING RD,STE 203 City, State, Zip:Bremerton,WA 98312 City, State, Zip:BREMERTON,WA 98312 License# & Exp. Date:FPHCOI*066JR Phone#: ( 360 ) 813-3813 Contact Name:Kerry Chamberlin Authorized Agent Name:FPH Construction Inc Contact Phone#: ( 360 )509-4626 Address:109 Olding RD Ste 200 Email address:kerry@fphconstruction.com City, State, Zip:Bremerton,WA 98312 Tax ID/Parcel#:202401-1-004-2007 Phone#: (360 )479-4137 Sewer ❑Septic Email address:Theresa©fphconstruction.com What is the application for? (Please check) n New Construction 17Alteration IlAddition ❑ NEW COMMERCIAL ❑✓ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING(Cubic Yards: ❑ NEW MULTI-FAMILY ❑ REROOF [ DEMOLITION Interior Exterior**Ti 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. ❑OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? DYES ❑✓ NO Scope of work proposed: New Interior storage racks under 12' Square Footage: Building: 26,796 SF Construction Type: Ill-B SPR Valuation Plan Review Fee Permit Fee Surcharge Total Fees OOO 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 a' M,. tion,the a•plicant shall resubmit plans and pay a new plan review fee. // � t0• •:Tt►! ignature Date Rev.July 2008 1.] JUN 0 5 2015 Bremerton Fire Department Fire Marshal ' s Office fyofBremerton, �C) Construction Assistance Bulletin Operations checklist Project Address:6000 W. Werner Rd, Bremerton Primary Contact:Kerry Chamberlin Email:kerry@fphconstruction Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL drawings and specifications for this project. Please check all that apply: Aviation Battery Back Card swipe system Compressed Gases up Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot-work Large Oven(s) LPG Lumber/wood Motor vehicle Painting/powder coating Racks(12'or more in products repair height) Refrigeration Storage>6' Tire Storage Dust products will be System high _ produced Place a check next to any item that will be added/removed or otherwise modified DURING CONSTRUCTION ONLY... Electrical Plumbing Fire Alarm Fire Sprinkler Hood System Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Doors Building security ALL NEW CONSTRUCTION Items not mentioned: W}�T ►7 , isrungs Xr. 4:j .ti `, 4 e zL.sr fy �,y Pro Design P.O. Box 699 Tracyton, Washington 98393-0699 Phone & FAX(360) 377-1026 FPH Construction July 9, 2015 109 Olding Road, Suite 200 Bremerton, WA 98312 ATTN: Kerry Chamberlin RE: 6000 Werner Road Rack Inspection Bremerton permit# BB15 00396 Bremerton, WA I have reviewed and inspected the racks installed by Northwest Handling Systems in accordance with their submittal of 6-12-15 for the above permit number. Installation is complete and in accordance with the plans. Please call if there are any questions or concerns. G . 8qP b R�C6 TE E� SSI°NAL EAG WASH CIVIL, MECH & STRUCTURAL ENGINEER 7-9-15 John G. (Jay) Bartram S.E., P.E. 714Fli , Pro Design , JUN 0 5 2015 P.O. Box 699 Tracyton, Washington 98393-0699 Phone & FAX(360) 377-1026 City of Bremerton, DCD FPH Construction May 18, 2015 109 Olding Road, Suite 200 Bremerton, WA 98312 ATTN: Kerry Chamberlin RE: 6000 Werner Road Stored Materials in the Warehouse Bremerton, WA Following is a listing of the types of materials proposed by NAASCO to be stored in the warehouse. Commodities to be stored inside will be items for U.S. Navy ship board repair, modernization, and alteration . Consisting of Low Smoke Electric Cable, switches, panels, boxes, and components . Pipe, valves and fittings (bronze, copper-nickel, steel, and stainless steel) . Plate, sheet, and shape structural steel, aluminum, stainless steel, galvanized steel. Consumable items as welding supplies (rods, wire, grinding/cutting/sanding wheels) , cleaning supplies, rags, personal protection gear (ear plugs, safety glasses, respirators, face shields, gloves) , spray lubricants, spray paint, (stored in Flammables Storage Locker) . Electrical and pneumatic tools and hand tools will be store in original packaging. The quantities of all these items would be dictated by the company work load. As a U.S . Navy Ship Repair Company in support of our customer the work load fluctuates from day-to day. Our own review ion what is proposed to be stored in the warehouse it appears to of two general categories: 1) Construction supplies and materials like paper rolls, metal parts, tools in commercial packaging, and received parts of items to be incorporated into the ship. 2) Materials removed from the ship or materials to be installed into the ship usually have stringent flame spread and smoke developed criteria as the installed products are in confined spaces. These spaces have tighter specifications than commercial building materials. Reviewing Chapter 32 of the IFC12 and with the usage noted of the warehouse the temporary storage materials would fall into Class III. Class III includes lumber, paper in boxes or tight rolls, as well as materials in Classes I and II. It should be agreed to that no foam plastics or similar combustibles above say 200 Cubic feet (three pallets 4' cubes) will not be stored in the warehouse. With that it appears that Class III is an appropriate classification for the warehouse portion. Please call if there are any questions or concerns. 4. C1 7. kECi agEnFp ONdL 5-18-15 John G. (Jay) Bartram S.E., P.E. • By G. OHANIAN RACK DEIGN & ENGINEERING CO. SHEET NO. 1 DATE 6-1-15 412 WEST BROADWAY, SUITE #204 DLENDALE, CA. 91204 JOB NO. RD-17969 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAG RACKS FOR: 211 )1)) JUN 0 5 2015 F P H City of Bremerton DCD 6000 WERNER ROAD BREMERTON, WA 98312 01-14 A ,sf WA , NA. PER IBC 2012 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 16.1 :2008 -.133662' ,CZ7 4'tc 1 ST E 077 ONAL STORAGE RACKS CAPACITY: EXPIRES 12-26-15 5000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-17969 BY G. GHANIAN RACK DEfgIGN Sc ENGINEERING Co. DATE. 6-1 -15 412 WEOT BROADWAY, BUTTE #204 SHEET NO. 2 SUBJECT DLENDALE, dA. 91204 JOB NO.. RD-17969 TEL:(818)240-3810 FAX:(818)240-3813 144" 44" r y 44" 44" .. - 0 , - - - o0�-- - / / .-- I I + . , .,\ N N O :FT) N. i 1 + r'` "Nf ///////////// (ID Co to / \ C: I / FRONT VIEW SIDE VIEW BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD (5.OKx.88)+(2.5Kx.25) = 5.0= 2.5K _ lx=5.13 2 BEAMS x - x Sx=1.65 M= 8 2 =45"K i=o.o7• Fy =55 KSI. S R= 1.37<1.65 .-- 12 3/4"1 4 A xwL =.65"<1 L -.80" 384.1x E SEISMIC DESIGN Sxl V= RDS 4 xW IBC 2012 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2008 S DS=1.04 (USGS WEB SITE, "SITE CLASS D") I=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 2x5.0 K =5.0 K 2 cot_ LONGIT. SEISMIC P=.2oL+ (5.0Kx0.75)=4.0K .29K 8.4-K W=.20L+ (5.OPLx0.67)=3.6 K .15K 8.4"K -_' 12.5'K V ONGiT..44 K 0 CO V = .66 K TRANS. - .44K 12.5-K BY G. OHANIAN RACK DE$I( N & ENC4INEERINC4 CO. DATE. 6-1-15 412 WE BROADWAY, �1UTI'E #204 SHEET NO 3 4LENDALE, CCA. 91204 JOB NO.. RD-17969 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 COLUMN DESIGN s" M FY=55 K51 XL=601122 =58 Fe,(KLj2=86 Ac='IF y/Fe = 0.80 ll \ Ae=.62 rx I U Ix=.95 KL=T1 36 =33 A2 M x- - -x S8=•6 r Fn=Fy(.658 c )=42 KSI Ac<1.5 I t=.070" rx=1.2 Mr,=Se•Fy= 35 P F Ae = 26.0K S. - ry=1.1 n= n COMBINED STRESS RATIO Pex= EI . x=53.0 QC=1.8 ( f2c.P+ Mn.ox 1b.Cmx.M =.86<1 (KL)2 Pn C2cP f2b=1.67 ax=1-P .87 ex = Cmx=.85 4.0K 12.5" j BASE PLATE 1 �✓/ ANCH. TENSION = .11 K Q Q 8"x5"x3/8" BASE PLATE ANCHOR SHEAR = .22 K (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. '" ii i_ o0 r 1 Oe HILTI KWIK BOLT-TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED 6" MOMENT AT BEAM CONNECTION .5x.07x 1x65=2.3 K BEARING CAPACITY OF COL. HOLE 8.4"K 7/16"0 RIVET A = .1 Fy= 79 Ks1 Pa = .1x79x.4 = 3 K 10.4' ii 1 10.4'K Ma =(2.3 Kx6")+(1.5 Kx4") = 18.9"K 4 PIN CONN. CONN. MEND=.O1XWI2= 3.6 "K M = 1 0.4K M = 14.0"K 12.5"K SEISMIC TOTAL By G. OHANIAN RAdK DESIGN & ENGINEERING d0. DATE. 6-1-15 412 WET BROADWAY, QUITE #204 SHEET NO. 4 LENDALE, dA. 91204 JOB NO.. RD-17969 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING 4.0K 4.0K TOP LEVEL LOADING M =.66 Kx2 x144"x0.66 =125"K L./ `,I o W= 0.2DL+2.5LL 2.7 K LOAD PER COL. OT COL. ``'- MR = 4.OKx44"= 174"K .66K .66K V= .50 K NO UPLIFT10 MOT=.50 Kx C0�120"= 121"K 0 N MR = 2.7Kx44"= 119"K UPLIFT= 1 44' 1 -119 —.04 K 44" LOAD TO DIAGONAL P = .66 Kx COL 44 = 1'5 K BOTH SIDES TYP. >� 1/8 1.5" ❑ Fy=55 KSI ❑ Ae=.26 1 1/2" r.1 ❑ r =.48 '"'1 ,F1-. 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